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Home My WebLink About921318.tiff HEC-2 STUDY OF Laku Landing February 4, 1992 921318 Table of Contents Table of Contents Introduction 1 General 1 Purpose 2 Scope of Study 3 Existing Floodway Study 3 Hydraulic Analysis of Proposed Conditions 4 Flood Level Analysis Due To Reduced Roughness 5 Changes Due To Reduced Roughness and Spectator Area 7 Spectator Area Design Specifications 7 Hydraulic Analysis of Construction Conditions 9 Existing Construction Conditions Survey 10 HEC-2 Simulation Analysis 10 Summary of Results 11 Water Surface Profiles 17 Existing Conditions Simulation Output 19 Existing Conditions Calibration Output 25 Modified Roughness Simulation Output 31 Spectator Area Simulation Output 37 Construction Conditions Output 43 New Survey Coordinates 49 Diskette Simulation File Names 53 Introduction 1 HEC-2 Study of Laku Landing Introduction General The Laku Landing development is located in the North half of Section 29 and the South half of section 20, Township 6 North, Range 67 West in the county of Weld, Colorado. Figure 1 shows a vicinity map of the property. Hwy.392 JL Main Street �A Parcel No located in the North half of Section/IL�s, Windsor �Ur 29 and the South half of Section 20, 44..• IaIII'lull Township 6 North,Range 67 West of the a. 6th P.M.,County of Weld,Colorado. N t 1 t 7,wi, i�. • lit% 1 21 w ;66 giver i a 1000 2000 I I I 1I SCALE(feet) el. 1 Vicinity Map i. A V 30 29 28 Figure 1. Vicinity Map The development consists of two lakes to be used for tournament water skiing which are being created using gravel mining techniques. Figure 2 shows the excavation plan and the regulatory floodway for Laku Landing as delineated in the past two FEMA flood insurance studies, and as adopted by Weld County. The initial floodway, which was adopted by Weld County in 1990, was limited to the portion of the Cache La Poudre River Southeast of Laku Landing. The more recent floodway, which has a O: Introduction 2 rflea ,o It pre 1992 FIS boundary / 1114 il .„.., ,,,, , ,I% y, ', „ Rs / R ® ,y,® u' old floodway ',9 ' (betore1992) 0 200 400 600 800 1000 :ew noodweyy `` ffsi '. adopted]an 92 y � �,. i SCALE(feet) -' 41ri iw1 ' )x, a, ; li. f eut Figure 2. Laku Landing Site Map vastly enlarged floodway and an upstream extent which is greater by more than one mile, was not adopted by Weld County until January 1992. Purpose This document is intended to show, with detailed engineering data, that all of the provisions contained in §60.3 of the FEMA Flood Insurance Program Regulations as well as any applicable standards of the Weld County Zoning Ordinance have been met. The key FEMA regulations which will be addressed are the portions of §60.3(c) which apply in the areas of Laku Landing where a floodway was not defined or adopted, and the portions of o=' 6, ' 'z 'a Existing Floodway Study _3 §60.3(d) which apply in the areas where there was an adopted floodway. The distinction between these different sub sections is important because the West half of Laku Landing did not have an adopted floodway, but the East half did. This document will show that the end project as well as any conditions that will exist during construction will not cause any rise in the waters of a base flood discharge. Throughout this document, the terms "base flood discharge", "intermediate regional flood", and "100 year flood" will be used interchangeably. Scope of Study The different sections of this document discuss: (a) the existing floodway study performed by Simons Li & Associates, with modifications made by Baker Engineers, (b) the technical aspects, both hydrological and topographical of the Laku Landing Development, (c) hydraulic analyses of the proposed conditions, and (d) hydraulic analysis of construction conditions. It has already been determined by FEMA, that no new cross sections need to be added, and no new field surveys need to be taken for this study. Instead, we will analyze the Laku Landing Development using the same methods that would have been used if Laku Landing existed in its final form before the most recent Flood Insurance Study (FIS). Because of this, all modifications to the existing-FIS HEC-2 data, will be related to the cross section which intersects the lake area of Laku Landing. The exception to this is when examining the conditions that will exist between the time lake construction begins and when it is finished. For the construction conditions, five additional cross sections have been added to analyze in more detail what happens to flood waters traveling around stockpiles. These additional cross sections have been added at the request of the Colorado Water Conservation Board. Existing Floodway Study An interesting point concerning the current FIS study,is that for a portion of the river surrounding Laku Landing, there is no overbank area and therefore, the entire cross section #139690 is considered part of the river channel. For this reason, a single value for Manning's 'n' roughness coefficient is used to describe the entire cross section. In the case of cross section #139690, an 'n' value of 0.062 was used, producing a 100 year flood water level of 4769.9 feet. Figure 3 depicts cross section #139690 in the existing FIS study. The method used in computing values of Manning's 'n' for the current FIS, according to Scott Queen of Simons Li & Associates, was to compute the total surface area from the cross section Hydraulic Analysis of Proposed Conditions 4 Laku Landing Ennuis Conditions hoesrection 130(50600 4793 0.062 4785 ppy 4780 ( 4775 3 4769.9 4770 4765 4760 1W 1179.50 235860 3536.50 471560 Distance Figure 3. Current FIS Study of Existing Conditions in question halfway downstream to the previous cross section and halfway upstream to the next cross section. Once this total surface area was found, the different areas of land that had different roughness characteristics were weighted using the percentage their area was of the total area. This weighting technique was used to achieve a single 'n' value for each channel or overbank area, eliminating the need for horizontal descriptions of Manning's 'n' using the NH card. Hydraulic Analysis of Proposed Conditions The motivation for performing this study is due to the fact that two lakes are being created in the flood plain. During an intermediate regional flood, the lakes will fill with water, and then the flood waters will continue downstream, except that now the flow will be over the water in the lakes instead of the ground which used to occupy the lakes, and water has a roughness considerably less than that of ground. For existing ponds within the scope of the current FIS study, Simons Li & Associates used a Manning's 'n' roughness value of 0.02. Figure 4 can be used to determine the area halfway to the upstream and downstream cross sections which we will call the cross sectional related area. The total surface area of the lakes at Laku Landing is 34 acres, and the total cross sectional related horizontal surface area is 119 acres. The computer program used to create these drawings is also capable of calculating the area of polygons using triangular decomposition. In computing the new area weighted roughness for cross section #139690 it is important to realize that the portion of land that the lakes will occupy has a roughness very close to the total computed existing roughness of 0.062. Before we purchased the land, for several years there has Bydraulic Analysis of Proposed Conditions 5 Nt C. ' 145760 Lake area=34 acres ' 136450 xW ,m 4(0 ml 1® IIIMIIIII .4'11C- FIS cross sections SCALE(feet) 139690 Section related area=119 acres Figure 4. Areas Used In Roughness Calculations been considerable weed growth occupying the lake area. "Open Channel Hydraulics" by Ven Te Chow (page 113), gives a roughness of 0.05 to 0.07 for scattered brush and heavy weeds in flood plains. This means that the area weighted roughness approach will be reasonably accurate. In computing the new roughness for cross section #139690, we have 0.02 x 34 + 0.062 x (119 — 34) _ 0.050 n 119 This section will utilize the HEC-2 water surface profile program to analyze the proposed con- ditions at Laku Landing. First, a simulation will be run showing the drop in water surfaces and increase in flow velocities caused by the presence of the lakes during the occurrence of a base flood discharge. Then, a method of topography change will be introduced which will return the water surface to their original levels which existed at the time of the current FIS study. Flood Level Analysis Due To Reduced Roughness As previously stated, the construction of two lakes at Zaku Landing since the current FIS will reduce the roughness associated with cross section #139690. The existing roughness coefficient of Hydraulic Analysis of Proposed Conditions 6 0.062 will be replaced with 0.050, based on the calculation in the previous section. Referring to the HEC-2 results of the Baker Engineers study see `Existing Conditions Simulation Output', page 19, the only two changes made to this data are the following: 77678 > NC .050 89c90 • NC 0.055 0.055 > NC 0.055 0.055 0.062 The above nomenclature describes the differences to the two files. The first difference is that there is a new line #78 which is NC .050 The next difference is a change to the old line #89 (now line #90 because of the above inserted line) which now reads NC 0.055 0.055 0.062 An arrow at the beginning of a line which points to the left refers to the original file, and a right pointing arrow refers to the changed file. The first of the above changes reflect a new value for Manning's 'n' (for the channel) at cross section #139690 of 0.05. Remember, there is no overbank area for this cross section. The second change resets the channel roughness back to a value of 0.062. A summary of the simulation results is shown in table 1 (for more detailed information, see `Modified Roughness Simulation Output', page 31). Cross Exestm Water Proposed Water Existing Proposed Section Surface E9levation Surface Elevation Difference Velocity Velocity Difference 129630 4758.3 4758.9 0 4.9 4.9 0 130980 4759.9 4759.9 0 6.2 6.2 0 132030 4761.8 4761.8 0 1.6 1.6 0 133900 4763.4 4763.4 0 9.1 9.1 0 196450 4767.4 4767.4 0 1.6 1.6 0 139690 4769.9 4769.8 .0.1 2.7 2.9 0.2 145760 47749 4774.9 0 1.6 1.6 0 147200 4777.4 4777.3 .0.1 8.9 9.0 0.1 148950 4780.4 4780.4 0 6.2 6.2 0 148960 4780.6 4780.6 0 5.0 5.0 0 149580 4781.3 4781.3 0 2.9 2.9 0 151100 4782.9 4782.9 0 7.0 7.0 0 152250 4785.2 4785.2 0 7.3 7.3 0 152900 4785.5 4785.5 0 6.4 6.4 0 152340 4787.5 4787.5 0 3.1 9.1 0 152390 4787.5 4787.5 0 3.1 9.1 0 Table 1. Modified Roughness Simulation Summary Hydraulic Analysis of Proposed Conditions 7 Table 1 shows there is some drop in water surface when the lakes are present, due to the decreased roughness of the water surface in comparison to the ground which was present at the time of the current-FIS study. A plot of cross section #139690 is shown in figure 5. Laku lading Proposed Conditions(modified moughndl -Cxn180n 1396907900 4790 .050 4785 4780 4775 4769.8' 4770 9765 4760 110 1179..50 25810 3536 50 4715110 Outan[e Figure 5. Laku Landing Proposed Conditions Due to Modified Roughness of Floodway Changes Due To Reduced Roughness and Spectator Area In an effort to return flood water profiles to their original level before the construction of two lakes near cross section #139690, a raised spectator area can be created approximately in the middle of the longitudinal axis of the lakes. The addition of this spectator area will only slightly increase flow velocities while raising the water level during a base flood discharge back to the original level present at the time of the current FIS. For more information on the details of this spectator area, see `Spectator Area Design Specifications', page 7. Table 2 summarizes the results of adding this spectator area. A plot of cross section #139690 is shown in figure 6, with a ten foot high spectator area located approximately in the middle of the longitudinal axis between the lakes. Spectator Area Design Specifications The raised spectator area will be built with a mixture of sand, gravel and topsoil and seeded with mechanical drilling methods. All design specifications of this spectator area are chosen for minimum erosion in the event of a base flood discharge. The design of the spectator area is illustrated in figure 7. -Hydraulic Analysis of Proposed Conditions 8 Cross Emattnyy Water Proposed Water Existing Proposed Section Surface Elevation Surface Elevation Difference Velocity Velocity Difference 129630 4758.3 4758.3 0 4.9 4.9 0 190980 4759.9 4759.9 0 6.2 6.2 0 132030 4761.8 4761.8 0 1.6 1.6 0 133300 4763.4 4763.4 0 9.1 9.1 0 136450 4767.4 4767.4 0 1.6 1.6 0 139690 4769.9 4 769.9 0 2.7 3.4 0.7 145760 4774.9 4774.9 0 1.6 1.6 0 147200 4777.4 4777.4 0 8.9 8.9 0 148950 4780.4 4780.4 0 6.2 6.2 0 148960 4780.6 4780.6 0 5.0 5.0 0 149580 4781.3 4781.3 0 2.9 2.9 0 151100 4782.9 4782.9 0 7.0 7.0 0 152250 4785.2 4785.2 0 7.3 7.3 0 152300 4785.5 4785.5 0 6.4 6.4 0 152340 4787.5 4787.5 0 9.1 9.1 0 152990 4787.5 4787.5 0 3.1 3.1 0 Table 2. Modified Roughness and Spectator Area Simulation Summary tats laming Proposed Conditions(modified rougynen and spectator areal Qauaec0®139690.000 4790 4350 . 4785 4781 g 4775 t r 4769.9' 4770 4765 4760 1.00 1179.50 235800 3536.50 4715W Distance Figure 6. Proposed Conditions Due to Modified Roughness and Spectator Area The fill material used to construct the spectator area will be compacted as it is placed for maximum stability. Because of the abundance of Nunn Clay Loam and gravelly substratum,lthe spectator area will be resistant to the hydrodynamic forces of flooding, while capable of good root penetration from the grass to be grown on it. The type of grass to be planted on the spectator area has been chosen based on the recommen- 1 Soil Survey of Weld County, Colorado, Southern Part performed and compiled by the U.S. Department of Agriculture Soil Conser- vation Service in cooperation with the-Colorado Agricultural Experiment Station. '£. Hydraulic Analysis of Construction Conditions 9 30 ga® fill material 40 100 1.1.h.ti.ti. 1.y.�.1. .ti.{ .}.r.r.f.r.r %. .y.1 5.1.1.1.1.{.1.5.1.1.1.4. Typical Cross Section 30 Plan View H-50 471 50 •--► 30+-40 7 � I r 571 Front Elevation Side Elevation Figure 7. Spectator Area Design dations in "Open Channel Hydraulics" by Ven Te Chow (page 185). Because the soil is a mixture of clay loam and fine gravel, this is considered a fairly erosion resistant soil, so by planting buffalo grass or bluegrass on the spectator area, there will be no erosion at flood water velocities less than five feet per second. Based on tire data in-table 2, the proposed flow velocity at cross section #139690 will be only 3.4 feet per second. The maintenance of the grass is important to consider. All grass surrounding the lake areas, including the spectator area will be maintained with regular mowings to a length not to exceed four inches. In addition, we own -an adjudicated well which will be the source of all landscape irrigation water to be used in our underground sprinkler system. Hydraulic Analysis of Construction Conditions During the construction phase of our project, temporary stockpiles will be located in the load plain. This-section will address these stockpiles, and the methods being used to minimize their effect will be discussed. Two main issues will be ad-dressed in this section. The first is that any development within the adopted floodway meet the minimum FEMA criteria of no rise in the levels of a base Ilond discharge. The-second issue of importance is that any development done in an area where there is no adopted floodway is subject to-the FEMA regulation that states this development, when-considered with all proposed development must not create an increase in the level of a base flood discharge by more than one foot. en"- u _Hydraulic Analysis of Construction Conditions 10 Existing Construction Conditions Survey At the request of the Colorado Water Conservation Board, additional cross sections were surveyed to more accurately describe the conditions on the property during construction. The new cross sections were surveyed by King and Associates of Windsor on January 19, 1992. The survey certification is included at the end of this document with-the raw data downloaded from the survey instrument. Five new cross sections were added to the area under analysis to ensure ana.ccurate modeling of the construction conditions. Three of these new cross sections are located upstream of the existing cross section,and two are located downstream. In calibrating all new survey data to the existing FIS survey data, a benchmark in the most recent FEMAFlood Insurance Rate Map with an elevation of 4769.26 feet above mean sea level denoted "RM20" was used. This bench mark is located on-the top of the concrete of the Southeast corner of the Northeast abutment of Weld County Road 17 bridge. The-results of this survey are shown on plate 1, included as a supplement to this document. To examine the data used to generate this drawing see 'New Survey Coordinates', page 49 or the supplied data diskette. The data format is x,y,z coordinates and was certified as to its direct translation into HEC-2 format. The formatted data was then added to the existing FIS HEC-2 data and simulations were run. HEC-2 Simulation Analysis In addition to the five new cross sections, the Colorado Water Conservation Board indicated we can not take full advantage of the reduced roughness due-to the water surface of-the lakes during construction. The reason for this is twofold. First of all, until both of the lakes are completely finished, the full benefit of the reduced roughness will not actually take place. In addition, any stockpiles near the lakes may create ineffective flow areas and-therefore the reduced-roughness of the lake in certain areas will not have any effect. For these reasons, the roughness value used for the construction conditions will be the same as existed-for-the current FiB. Table 3shows the results of the HEC-2 simulation of construction conditions utilizing the addi- tional cross sections. Note there is no increase in the water levels of the ibase flood discharge, and in two cases there is actually a drop in the water surface. The topographic cross sections for eight cross sections of interest are shown starting with figure 8 which is one cross section downstream of Laku Landing. Figures 9 and 10 are the two new cross sections downstream of cross section #139690 which was part of the most recent FIS. This cross section is shown in figure 11. Figures 12,13 and 14 are the three new surveyed cross sections just upstream of cross section #139690. Finally,the cross section just upstream of Laku Landing which was Tart of the current FIS is shown in figure 15. Summary of Results 11 Cross Existing PIS Water Construction Water Existing Proposed Section Surface Elevation Surface Elevation Difference Velocity Velocity Difference 129690 4758.3 4758.3 0 4.9 4.9 0 190980 4759.9 4759.9 0 6.2 6.2 0 132030 4761.8 4761.8 0 1.6 1.6 0 133300 4763.4 4763.4 0 9.1 9.1 0 136450 4767.4 4767.4 0 1.6 1.6 0 137000 - 4768.8 - - 1.8 - 137100 - 4769.3 - - 1.8 - 139690 4769.9 4769.9 0 2.7 2.7 0.0 139700 - 4770.4 - - 1.8 - 199800 - -4770.6 - - 1.5 - 139900 - 4770.8 - - 1.9 - 145760 4774.9 4774.6 -0.9 1.6 1.8 0.2 147200 4777.4 4777.4 0 8.9 8.8 -0.1 14-8950 4780.4 4780.3 -0.1 6.2 6.2 0 148960 4780.6 4 780.6 0 5.0 5.0 0 149580 4781.9 4781.3 0 2.9 2.9 0 151100 4782.8 4782.8 0 7.0 7.0 0 152250 4785.2 4785.2 0 7.3 7.3 0 152300 4785.5 4 785.5 0 6.4 6.4 0 152340 4787.5 4787.5 0 3.1 9.1 0 152390 4787.5 4 787.5 0 3.1 3.1 0 Table 3. Summary of Temporary Construction Conditions lake Landing Construction Condiliuv Gro 2 oaection 136450 4]85 4790 4775 4770 4767.4' 4765 4760 4755 1.00 109025 2159.50 3238.75 43190 Distance Figure 8. Construction Conditions at Cross Section 136450 Summary of Results This report has shown that any floodway development at Laku Landing will resultin no-rise in the water levels of an intermediate regional flood.In addition, a method of creating-no change in the water levels was proposed forthe completed project which is in accordance with all federal and Summary of Results 12 Wu tattling Construction Conditions Cross-astion 19000/100 4785 4780 4775 j 4768.8' 47A 4765 4760 4755 IID 94]35 1884]0 2825.05 3766.40 Distance Figure 9. Construction Conditions at Cross Section 137000 Laku landing CoMnuNonC nditions 4785 a-moo^1371001E0 47W 4775 4769.3' g 4771 4765 4760 4755 1.00 925.75 185030 277515 370010 -Distance Figure 10. Construction Conditions at Cross Section 137100 local regulations. The hydraulic analyses of this report started off with a brief introduction to the existing FIS data and how Laku Landing and surrounding properties were modeled by Simonsli & Associates and Baker Engineers. The cross section which intersects the proposed lake area (#139690) was then examined for existing conditions, and a new roughness coefficient was calculated based on the roughness of the proposed water surface in comparison with that of the existing ground. C.. :A] n. Summary of Results 13 Laku Landing Construction Conditions 4790 Ca /1 tion 1396900 4785 4780 1 4713 4769.9' 4720 4765 4760 1.60 117930 2358.00 353650 471510 Distance Figure 11. Construction Conditions at Cross Section 139690 Lake Landing Con.n,rnonConditions 4790Cwx neon 139700400 4785 4760 5� 47,5 4770.4' 4770 4765 4760 1160 816.92 1632.85 2448.77 3264.71 Distance Figure 12. Construction Conditions at Cross Section 139700 A simulation was then run on the FIS data with the only change being the newly computed roughness of the single cross section intersecting the lake area-at Zaku Landing. The result of this simulation-showed a water surface drop of 0.1 feet at cross section #139690 and #147200, which is two cross sections upstream from Laku Landing. The channel velocity increase at these two cross sections is 0.2 and 0.1 feet per second, respectively. Then, a raised spectator area located approximately -halfway on the longitudinal -axis between the two lakes was proposed. This spectator area was simulated with the results showing no change, er.>re. r "i Summary of Results 14 iaku landing ConstmcEon Condition. C lion 139800.000 4839 4810 CgCgCg 4880 4790 4780 4770.6' 4770 4760 1.03 885.62 1770.25 2654.88 3939.50 Distaace Figure 13. Construction Conditions at Cross Section 139800 Iaku landing Con8n6<eon Condition. Cron-section 139910000 4820 4810 4800 u 4790 4780 l 4770.8' 4710 �J \ 4760 , 160 x'00 1725.05 2581117 3449.10 Distance Figure 14. Construction Conditions at Cross Section 139900 rise or fall, in the water levels present in a 100 year flood. The only increase in channel velocity occurs at cross section #139690. This is an increase of 0.7 feet per second, yielding a total flow -rate of 3.4 feet per second. Using the velocity results, erosion was addressed to insure the integrity of the spectator area. Finally,the temporary conditions which will exist during the construction phase of-the project were addressed. The simulation of the construction conditions utilized five new cross sections. It was shown that there is no increase in the surface level of the base-flood discharge due to these ;`fr. Summary of Results 15 Wu leading con.wnonC wn„�,. etas-section 145760DOD 4790 4165 4780 4774.6' I 4715 470 4165 4760 1.03 97325 1945.50 3917.75 359000 Distance Figure 15. Construction Conditions at Cross Section 145760 construction conditions. Cross section #145760 (one cross section upstream of Laku Landing) and cross section #148950 (three cross sections upstream of Laku) realized a drop in water levels of 0.3 feet and 0.1 feet, respectively. The water levels were not increased anywhere mostly because of (a) more accurate topography information from field surveys and (b) an increased velocity of 0.2 feet per second at cross section #145760. The only other change to the reach of the study was the velocity decreased at cross section #147200 by 0.1 feet per second. Now that the hydraulic analysis has been discussed, we must address the pertinent FEMA and Weld County regulations concerning flood plain and floodway development. In doing so we must consider two different flood plain zones and the limitations of development within each zone: 1. Flood plain area inside of an adopted floodway. Any development within this zone must not create any rise in the water surface level of a base flood discharge. 2. Flood plain area where there is no adopted floodway. Any development in this zone, when considered with all planned future development, must not create a rise in the water surface level of a base flood discharge of more than one foot. The East half of Laku Landing falls into zone (1); flood plain area inside of an adopted floodway. As shown in the hydraulic analysis of this document, the end project as well as any construction conditions will not create any rise in the water surface level of a base flood discharge. The West half of Laku Landing falls into zone (2); flood plain area where there is no adopted floodway. Although FEMA regulations allow for up to a one foot increase in the water surface of a base flood discharge, and Weld County regulations have no such restriction, the effect of the end project as well as any construction conditions at Laku Landing results in no increase of these water Summary of Results 16 levels. If in the worst case the West half of Laku Landing is determined to fall into zone (1), there are still no violations of FEMA regulations. The only regulation that is violated in this case is the Weld County Ordinance which specifies no stock piles shall be allowed in the floodway district. Water Surface Profiles 17 Water Surface Profiles Figures 16,17 and 18 show the water surface profiles for the existing conditions, modified rough- ness conditions, and modified roughness with spectator area conditions. The profiles extend for two cross sections upstream and downstream of the lake area, which is cross section #139690. Uhl Landing Existing condition. 4777.35 Water Surface Profile 4773.26 4760.17 4765.(6 Laku Landing 147210D 145760.0 4760.6 13690.0 4756.89 133330D 136150.0 4752.80 2680.00 4246.25 5812.50 737675 8945.00 Distance Figure 16. Current FIS Study of Existing Conditions 2 Q. n 1 Water Surface Profiles 18 Laku Landing Proposed Cmdirime(modified rouelmeet) 4777.34 WiderSurface Profile 4773.25 4769.16 476107 y Laku Landing 147200.0 145 600 4760.98 139690O 4756.89 133330O 136450O 4752.80 2650.00 4223.75 5797.50 7371.25 8945.00 Distance Figure 17. Laku Landing Proposed Conditions Due to Modified Roughness of Floodway Laku Landing Propceed Cmdinons(modified roughness and spectator area) 1777.35 Water Surface Profile 1773.26 4769.17 4765.E Laku Landing \\\ 47200.0 4760.98 145760O 139690O 4756.89 1333300 1364500 4752.80 265000 4223.75 5797.50 7371.25 8945.00 Distance Figure 18. Proposed Conditions Due to Modified Roughness and Spectator Area 07) T H Existing Conditions Simulation Output 19 Existing Conditions Simulation Output 1 1 2 • WATER SURFACE PROFILES • • V.S. *Ill COOPS or 180I01115 3 • VERSION Of SIPTIIOER 1988 • • TIE ITD1OLOOIC 184I1111I1* CE8TE1 • 4 • EXROl1 01.02.03 • • 609 SICOID SUM. SUITE 8 6 • UPDAIt0. SEPSEINEI 1989 • • DAVIS, CALL/OuIA 96416-4687 • 6 • RUI 711E 2/12/91 TILL 14,18.38 • • (916) 764-1104 • 7 8 9 10 11 12 13 14 16 X X 1111x11 XXXXX XXIII 16 1 X X I I I X 17 1 x I x I 16 1111111 XXIX I XXXIX XXXIX 19 I 1 1 1 I 20 X X I I x x 21 1 X IIIXXIX XXXIX 1111111 22 RID OF 1A11E1 23 1 24 2/12/91 14,16,36 1.102 1 26 26 27 26 29 THIS WI 11009100 2/12/11 14,18138 30 31 M112 RELEASE DATED SEP 86 UPDATED SLIT 1989 32 33 34 11101 CORI - 01,02,03 15 801IIICATIO8 - 36 37 38 39 71 CO-FEB..06 40 Ti SILO 105111 7I$ 41 73 CACNE LA POUD11 RIVER IROISE° 42 43 J1 ICNICI III III* IOII Stir IITIIC NYIIS 0 I36L 7Q 44 45 0 2 0 0 4768.31 46 47 12 1►ROP !PLOT MIS ISLCY 156C3 /l ILIAC I80 CNII1 Itl1C1 48 49 1 0 -1 50 61 62 13 YAIIAOLE CODES /OR SU11A17 PRIITOUT 63 64 200 55 56 16 LP)01 IUISEC 1LQVEStE0 SIC1I01 151101$ 67 68 -10 -10 0 0 0 0 0 0 0 0 69 60 O1 2 13918 13918 61 IC .062 .062 .036 .1 .3 62 Et 6.1 4.1 3000 4600 1 6000 63 X1 129610 44 4010. 4276. 1600. 1080. 1440. 64 01 4770.0 .0 4767.8 116.0 4766.8 216.0 4765.0 340.0 4161.4 673.0 66 OR 4760.6 857.0 4769.7 1132.0 4749.1 1427.0 4758.9 1722.0 4757.3 2022.0 66 OR 4767.0 2320.0 4754.9 2610.0 4767.1 2100.0 4764.9 1199.0 4767.0 3497.0 67 0R 4757.6 3792.0 4756.4 3900.0 4767.1 4010.0 4764.9 4100.0 4764.6 4108.0 69 OR 4760.7 4111.0 4749.6 4128.0 4749.2 4146.0 4749.3 4163.0 4749.2 4186.0 69 41 4749.2 4218.0 4749.6 4263.0 4756.1 4276.0 4756.8 4368.0 4767.0 4486.0 70 II 4767.3 4611.0 4766.9 4697.0 4756.6 4904.0 4766.7 6196.0 4756.2 6408.0 71 OR 4764.8 6780.0 4766.9 5800.0 4758.6 6000.0 4767.9 6362.0 4769.0 6464.0 72 0l 4761.6 6956.0 4763.7 7171.0 4768.2 7114.0 4773.1 7376.0 .0 .0 73 V.. Existing Conditions Simulation Output 20 74 OT 2 14066 14065 75 BT 0 4.1 2200 4600 76 01 130980 34 3340. 3531. 1100. 1700. 1360. 11 OR 4170.8 .0 4764.0 80.0 4763.3 200.0 4764.6 300.0 4766.0 360.0 78 OR 4762.8 380.0 4761.0 600.0 4760.6 160.0 4160.6 1000.0 4160.6 1001.0 79 01 4769.0 1760.0 4768.2 2400.0 4757.6 3000.0 4767.3 3200.0 4168.6 3340.0 B0 01 4757.5 3346.0 6152.1 3364.0 4760.6 3364.0 4750.6 3390.0 4760.6 3412.0 81 01 4161.0 3436.0 4760.6 3458.0 4761.0 3478.0 4762.6 3496.0 4764.4 3521.0 82 01 4768.6 3531.0 4169.5 3631.0 4755.5 3761.0 4760. 4100. 4760. 4620. 83 OR 4768.9 5235. 4169.6 6160. 4760. 6200. 4763. 6530. 84 1 86 2/12/91 14118438 PAGE 2 86 87 88 B9 IC 0 0 .062 90 61 0 4.1 1900 5200 91 XI 132030 36 1.0 6940 900. 640. 750 92 OR 4772.8 1.0 4764.6 35.0 4743.4 126.0 4164.9 210.0 4767.3 246.0 93 0I 4763.7 260.0 4763.8 313.0 4762.6 366.0 4762.3 390.0 4161.5 666.0 94 01 4760.8 938.0 4761.1 1230.0 4761.0 1601.0 4760.8 1787.0 4760.8 2016.0 95 01 4740.6 2291.0 4763.0 2606.0 4762.6 2616.0 4162.7 2632.0 4751.2 2668.0 96 01 4761.0 2682.0 4760.4 2403.0 4162.1 2616.0 068.8 2626.0 4760.6 2761.0 97 Ol 4769.2 2956.0 4769.6 3222.0 4760.3 3496.0 4760.3 3791.0 060.7 4076.0 98 0l 4760.1 6046. 4760.2 6920. 4760. 6145. 4160.0 6620. 4764. 6960. 99 100 OT 2 10619 10619. 101 IC 0.3 0.6 102 BT 6.11 4.11 1643 1763 0 4000 103 II 133300 39 1.0 6200. 1260. 660. 650 104 01 4772.6 1.0 4769.7 132.0 4767.4 202.0 4766.6 562.0 4766.9 602.0 106 Ol 4766.2 919.0 4166.0 1069.0 4766.8 1206.0 4768.3 1366.0 4769.1 1493.0 106 OR 4769.4 1643.0 4766.8 1643.1 4763.2 1667.0 4763.4 1672.0 4763.2 1693.0 101 OR 4762.8 1126.0 4763.6 1761.0 4151.2 1763.0 4169.4 1763.1 4769.4 2073.0 108 01 4768.0 2331.0 4768.9 2604.0 4164.3 2880.0 4764.0 3162.0 1746.6 3694.0 109 OR 4167.7 3844.0 4768.1 3994.0 4768.4 4000. 4767.3 4150. 4166.1 4360. 110 0l 4764. 4660. 4763.9 4750. 4763.7 4960. 4763.6 6160. 4764.1 5360. 111 01 4163.9 6660. 4763.9 6760. 4766.6 6960. 4767.2 6200. 112 113 58 1.06 1.66 0.4 121. 1.6 1633. 0.76 4753. 4753. 114 IT 6.11 4.11 164 1763 0 4000 116 II 133330 30. 30. 30. 116 I2 1 4165. 4763.2 117 I3 4000. 118 IT -2 0. 4112.6 132. 4169.7 282. 4767.4 119 BT 662 4164.6 602 4766.9 919 4766.2 120 BI 1069 4766.0 1206 4766.8 1356 4768.3 121 BI 1493 069.1 1643 4769.6 1763 4149.4 122 B7 2073 4769.4 2331 4768 2604 4768.9 123 OT 2880 4764.3 3162 4763.2 3694 4166.6 124 IT 3844 4761.7 3994 4768.1 0 0 126 126 IC 0.06 0.062 0. 0.3 121 01 14312 14312. 128 IT 0 4.1 60 3000 129 21 13646 43 1.0 4318. 470. 1390. 1160 130 0l 4768. 1.0 4768.4 26. 4767.5 66.0 4767.2 106.0 4166.4 261.0 131 0l 4766. 402.0 4768.3 488. 4766.8 641.0 4766.6 686.0 4165.6 836.0 132 01 4766. 986.0 4766.3 1276. 4763.8 1426.0 4763.3 1646.0 4763.0 1486.0 133 0l 4163. 1836.0 4763.9 2026. 4763.0 2086.0 4164.4 2226.0 4763.0 2366.0 134 OR 4762. 2606.0 4766.6 2636. 4763.8 2720.0 4164.1 2786.0 4164.3 2792.0 136 OR 4751. 2802.0 4767.3 2832. 4166.4 2858.0 4767.3 2868.0 4758.8 2806.0 136 01 4762. 2901.0 4766.6 2903. 4166.2 3019.0 4766.2 3074.0 4166.2 3223.0 13T 0l 4746. 3373.0 4761.1 3623. 4763.3 3638.0 4770.6 3783.0 4171.8 3903.0 138 01 4772. 4063.0 4774.0 4216. 4719.0 4318.0 .0 .0 .0 .0 139 1 140 2/12/9 14,16138 PAGE 3 141 142 143 144 0T 2 14476 14473. 146 IT 6.1 4.1 600 2800 407 4115 146 81 139690 39 1.0 4716.0 1420. 800. 1160 141 OR 4716.6 1.0 4767.6 160.0 4768.3 260.0 4168.2 384.0 4774.1 407.0 148 GI 4714.1 416.0 4769.9 490.0 4748.4 606.0 4767.1 660.0 4761.7 661.0 Existing Conditions Simulation Output 21 149 65 4761.6 670.0 4761.2 692.0 4760.1 711.0 4161.2 738.0 4761.3 770.0 160 GI 4746.9 754.0 4766.6 888.0 4161.4 1094.0 4767.7 1667.0 4767.6 1616.0 161 0l 4168.0 1816.0 4768.4 2011.0 4768.4 2366.0 4769.2 2616.0 4769.3 2916.0 162 01 4769.2 3040.0 4770.6 3190.0 4770.1 3330.0 4170.4 3470.0 4770.9 3606.0 163 GI 4171.9 3749.0 4772.5 3575.0 4773.9 4000.0 4716.0 4116.0 4776.8 4260.0 164 OR 4780.2 4390.0 4783.0 4498.0 4786.9 4630.0 4788.6 4716.0 .0 .0 166 166 IC 0.066 0.066 161 QT 2 14791 14791 168 CT 0 4.1 4400 3300 169 11 146760 37 1.0 3890. 2600. 2660. 2626 160 0l 4780.6 1.0 4718.8 80.0 4716.4 176.0 4774.0 330.0 4772.6 480.0 161 41 4771.7 620.0 4772.0 124.0 4170.4 910.0 4710.6 1060.0 4770.6 1210.0 162 OR 4770.5 1360.0 4771.0 1610.0 4174.3 1660.0 4771.4 1794.0 4771.6 1940.0 163 GI 4772.1 2076.0 4712.2 2226.0 4772.6 2310.0 4173.0 2620.0 4773.4 2670.0 164 GI 4173.4 2816.0 4773.6 3000.0 4773.2 3012.0 4766.7 3017.0 4764.2 3034.0 166 0l 4764.9 3046.0 4766.8 3068.0 4767.3 3086.0 4767.2 3099.0 4772.1 3106.0 166 01 4774.2 3110.0 4773.9 3261.0 4772.7 3391.0 4716.6 3430.0 4777.3 3671.0 167 GI 4779.7 3716.0 4182.1 3890.0 168 169 IC 0.066 0.066 0.036 0.1 0.3 170 Q7 2 14862 14862 171 IT 0 4.1 9600 3500 172 II 147200 43 3460. 3663. 1680. 1400. 1440. 173 GI 4180.6 .0 4775.9 160.0 4776.9 310.0 4779.1 460.0 4718.9 696.0 174 0l 4771.9 160.0 4716.6 891.0 4776.0 1045.0 4776.1 1196.0 4776.0 1360.0 176 GI 4777.1 1600.0 4776.7 1660.0 4777.3 1806.0 4777.2 1926.0 4177.9 2070.0 116 05 4176.6 2190.0 4776.8 2340.0 4776.0 2480.0 4776.7 2638.0 4716.6 9780.0 177 0l 4776.2 2934.0 4776.9 3036.0 4776.0 3193.0 4777.1 3360.0 4776.1 3460.0 178 GI 4776.6 3462.0 4773.0 3468.0 4768.6 3451.0 4766.9 3606.0 4167.3 3620.0 179 01 4768.6 3627.0 4768.9 3660.0 4716.1 3662.0 4776.3 3663.0 4774.0 3664.0 180 GI 4776.8 3689.0 4776.8 3803.0 4116.8 3063.0 4776.3 4646.0 4776.3 4676.0 181 Gl 4177.0 4776.0 4183.1 4876.0 4784.6 4976.0 182 183 IC 0.062 0.046 184 61 0 4.1 2200 3618 186 11 148960 60 3470. 3674. 1330. 1440. 1760. 186 GI 4791.0 .0 4788.2 100.0 4186.6 200.0 4784.4 260.0 4783.0 360.0 187 OR 4782.1 460.0 4781.6 620.0 4782.1 607.0 4779.3 710.0 4717.2 791.0 188 O1 4775.9 866.0 4778.6 972.0 4778.3 1080.0 4178.6 1216.0 4778.6 1362.0 189 01 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 4779.1 1866.0 4779.1 1910.0 190 OR 4719.1 2060.0 4719.6 2210.0 4779.1 2360.0 4178.6 2610.0 4779.1 2660.0 191 GI 4777.8 2810.0 4777.1 2940.0 4776.8 3110.0 4775.3 3290.0 4775.5 3380.0 192 01 4780.7 3469.0 4180.7 3410.0 4769.0 3470.1 4769.0 3477.6 4769.0 3477.6 193 0l 4769.0 3666.6 4769.0 3673.9 4779.6 3614.0 4179.8 3606.0 4778.8 3610.0 194 GI 4779.0 3701.0 4779.2 3880.0 4160.4 3966.0 4781.8 4116.0 4751.6 4966.0 196 OR 4782.3 4410.0 4183.3 4664.0 4784.1 4166.0 4789.3 4930.0 4799.2 4968.0 196 1 197 2/12/91 14318138 P106 4 198 199 900 201 61 0 4.1 2200 3648 202 11 60 3410. 3674. 10. 10. 10. 203 Ol 4791.0 .0 4788.2 100.0 4786.6 200.0 4184.4 260.0 4783.0 360.0 204 0l 4782.1 460.0 4781.6 620.0 1182.1 607.0 4179.3 710.0 4777.2 794.0 206 GI 4778.9 866.0 4778.6 912.0 4778.3 1080.0 4718.6 1216.0 4778.6 130.0 206 OR 4178.9 1600.0 4179.2 1630.0 4779.6 1180.0 4779.5 1866.0 4719.1 1910.0 201 01 4779.1 2060.0 4779.6 2210.0 4779.7 2360.0 4778.6 2610.0 4779.1 2660.0 208 01 4771.8 2810.0 4777.1 2960.0 4176.8 3110.0 4778.3 3290.0 4178.8 3380.0 209 OR 4750.7 3469.0 4780.1 3470.0 4776.9 3470.1 4776.9 3477.6 4775.9 3471.6 210 01 4776.9 3666.6 4776.9 3673.9 4179.6 3674.0 4779.5 3606.0 4778.5 3610.0 211 GI 4779.0 3701.0 4179.2 3860.0 4780.4 3966.0 4781.8 4116.0 4781.6 4266.0 212 0l 4782.3 4410.0 4783.3 4664.0 4784.1 4766.0 4759.3 1930.0 4799.2 4968.0 218 214 QT 2 14980 14980. 216 ET 0 4.1 2160 3800 216 11 149680 66 3410. 3646. 600. 600. 620. 217 OR 4791.0 .0 4188.2 100.0 4786.6 200.0 4784.4 260.0 4783.0 360.0 218 GI 4782.1 460.0 4781.4 620.0 4782.1 607.0 4779.3 710.0 4777.2 794.0 219 Ol 4778.9 866.0 4778.6 972.0 4778.3 1080.0 4778.6 4216.0 4778.6 1362.0 220 0l 4778.9 1600.0 4779.2 1830.0 4779.6 1780.0 4779.1 1866.0 4779.1 1910.0 221 01 4779.1 2060.0 4779.6 2210.0 4179.7 2360.0 4718.6 2610.0 4779.1 2660.0 222 Ol 4717.8 2810.0 4177.1 2960.0 4716.8 3100.0 4778.3 3290.0 4778.8 1380.0 223 GI 4781.4 3470.0 4781.4 3470.0 4778.0 3498.0 4776.8 3498.1 4771.2 3636.0 , 8 ,/i t 9.. ' A -Existing Conditions Simulation Output 22 224 01 4773.7 3635.1 4777.6 3545.0 4713.8 3666.1 4177.4 3697.0 4713.8 3697.1 226 OR 4776.6 3614.0 4771.6 3630.0 4175.3 3630.1 4781.6 3645.0 4179.8 3645.1 296 OR 4718.8 3646.5 4779.0 3736.0 4179.2 3915.0 4110.4 4000.0 4711.1 4160.0 227 01 4181.6 4291.0 4782.3 4446.0 4783.3 4699.0 4784.1 4790.0 4789.3 4946.0 228 OR 4199.2 5003.0 .0 .0 .0 .0 .0 .0 .0 .0 229 230 IC 0.062 0.100 231 0T 2 10606 10606 232 E7 0 4.1 2062 3900 233 II 161100 49 3714. 3000. 1600. 1500. 1620. 234 OR 4787.0 .0 4786.2 107.0 4186.9 248.0 4786.4 406.0 4114.1 558.0 416 01 4784.8 108.0 4784.2 197.0 4783.8 883.0 4184.0 932.0 4189.1 944.0 236 01 4789.6 984.0 4786.2 995.0 4784.6 1038.0 4188.3 1189.0 4783.3 1348.0 237 01 4783.7 1493.0 4784.1 1649.0 4783.3 1797.0 4183.6 1940.0 4783.0 2029.0 238 OR 4782.6 2148.0 4782.2 2311.0 4781.9 2431.0 4782.3 2643.0 4782.6 2677.0 239 OR 4781.1 2777.0 4780.6 2900.0 4180.0 1009.0 4779.7 3032.0 4781.6 3180.0 240 OR 4781.1 3324.0 4781.0 3396.0 4781.8 3742.0 4784.8 3762.0 4784.9 3774.0 241 OIL 4717.4 3784.0 4777.1 3821.0 4715.9 3869.0 4771.6 3887.0 4781.8 3899.0 242 01 4182.1 3900.0 4181.4 3965.0 4781.8 4070.0 4782.3 4200.0 4781.6 4340.0 243 01 4776.3 4346.0 4776.7 4395.0 4780.1 4436.0 4796.2 4439.0 .0 .0 244 246 IC 0.061 0.080 0.035 0.300 0.600 0.000 0.000 0.000 0.000 0.000 246 8T 0 4.1 4836 7239 247 11 152250 18 7116. 7239. 1150. 1150. 1150. 248 OR 4799. 4620. 4792. 4560. 4788. 4670. 4184.3 4960. 4784. 6660. 249 OR 4184. 6990. 4786.0 7050. 4786.0 7106. 4781.3 7116. 4779.9 7131. 260 OR 4173. 7226. 4773.2 7239. 4788. 7240. 4790. 7241. 4792. 1280. 261 OR 4794.0 7530. 4196.0 7100. 4798. 7900. 252 1 253 2/12/91 14118/38 PAGE 6 264 265 256 267 11 16230 60 60 6 268 269 SI 0. 1.66 0.6 24 2.6 90 4 4713. 4173.0 260 E9 0 4.11 483 1239 261 11 15234 40 40 4 262 X2 1 4786. 4784.0 263 BT -1 4620. 4792. 4660. 4792. 4670. 4788. 0 264 17 6660 4786 6990 4786 1060 4790 0 265 IT 1112 4196 7116 4797.6 7239 4797.8 0 266 17 7240 4188 7241 4790 7280 4792 0 267 IT 7630 4794 7100 4796 7900 4798 0 268 269 ET 0 4.1 483 7239 270 11 162390 60 60 60 271 1 212 2/12/91 /4118138 PAGE 6 213 274 216 21 CO-PEIA-06 216 72 VELD COUNTY PIS 277 73 CACHE LA P0U0IE IIYEI IEVISED FLOODLIT 278 279 J1 ICXECI IIO IIIY 1011 STIT IETIIC XYIIS 0 YSEL PO 280 281 0 3 0 0 4768.92 282 283 72 IPI0P IPL0T PIPY5 XSECY ISECX PI ALLDC ISO CXIII ITIACE 284 286 16 0 -1 286 287 288 289 290 1 291 2/12/91 14118138 PA0E 7 292 293 294 296 296 THIS ION EXECUTED 2/12/91 14318166 297 298 NEC2 IELEASE DATED SEP 88 UPDATED SEPT 1989 Existing Conditions Simulation Output 23 299 300 301 ERICA COIL - 01.02.03 302 EODIFICAIIOI - 303 304 306 306 NOTE- ASTEIISI (q AT LEFT OP CROSS-SECTION NU19MI INDICATES IESSAYE II 5U11A1T OF El1O1$ LIST 307 308 309 1 310 2/0/91 14,18.38 PAGE 8 311 312 313 314 316 SUNNAIT OF E1R011 AID SPECIAL TOTES 316 317 318 YARNING SECIO= .000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 13310E 319 320 YARNING SECIO= .000 PlOIILN= 1 CONVEYANCE CRINGE OUTSIDE ACCEPTABLE IAIOE 321 YABII80 SKID= .000 PROFILE= 2 CONVEYAICE CHANGE OUTSIDE ACCEPTABLE 1AN0E 322 323 VAl1IN0 SEC10= .000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE LAIGE 324 YARNING SECIO= .000 PROFILE= 2 CONVEYANCE CNAIOE OUTSIDE ACCEPTABLE 133106 326 326 VI11I10 SECIO= .000 PIOPILE= 1 CONVEYANCE CXIIGE OUTSIDE ACCEPTABLE 11808 327 YARNING S!C10= .000 PROFILE= 2 CONVEYANCE CMAIOE OUTSIDE ACCEPTABLE IAIOE 328 329 WAREING SECIO= .000 PROFILE= 1 CONVEYANCE CNINOM OUTSIDE ACCEPTABLE LAIGE 330 YARNING SECIO= .000 PROFILE= 2 COIVETAICE CELIOE OUTSIDE ACCEPTABLE NANO! 331 332 CAUTION SECIO= .000 PROFILE= 1 CRITICAL DEPTH ASSUIED 333 CAUTION SECIO= .000 PROFILE= 1 II811U1 SPECIFIC ENERGY 334 VA1NL@ SECNO= .000 PROFILE= 2 CONVEYANCE CNIIOE OUTSIDE ACCEPTABLE 8001 336 336 YAIIIEG SELIG .000 PIOFILE= 1 COIVETAICE CNANOE OUTSIDE ACCEPTABLE 13310E 337 Vlllll0 SEC10= .000 PROFILE= 2 CONVEYANCE CXAIGE OUTSIDE ACCEPTABLE IAIGE 338 339 YA11I10 SECIO= .000 PIOIILE= 2 COIVETAICE CNAIG6 OUTSIDE ACCEPTABLE 13310E 340 341 VAIII10 SEC10= .000 PROFILE= I CONVEYAICE CHANGE OUTSIDE ACCEPTABLE 13310E 342 YARNING SECIO= .000 PIOPILE= 2 COIVETAICE MICE OUTSIDE ACCEPTABLE 133106 343 344 YARNING SECIO= .000 PIOPILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 11106 346 VAIIII0 SECIO= .000 PIOFILE= 2 CONVEYANCE CIABOE OUTSIDE ACCEPTABLE 'AIDE 346 347 YARNING SEMI= .000 PIOPILE= 1 CONVEYABCE CMAIOE OUTSIDE ACCEPTABLE IAIOE 348 VI11IN0 SECIO= .000 PIIFILE= 2 CONVEYANCE CNAI06 OUTSIDE ACCEPTABLE RAIGE 349 360 1 361 2/12/91 1111008 PAGE 9 362 363 364 366 366 FLOODVAY DATA. CACHE LA POUDIE IIVEI LE 367 PROFILE 10. 2 368 369 FLOODVAY EATER SUIFACE ELEVATIOI 360 STATION VIDTN SECTION 1111 VAIN VITNOUT DIFFEIEICE 361 AREA VELOCITY FLOODLIT FLOODVAY 362 363 364 129630.000 1600. 4647. 3.1 4768.9 4768.3 .6 366 130980.000 2400. 6466. 2.6 4760.6 4769.9 .6 366 132030.000 3300. 6629. 2.2 4762.1 4761.8 .3 367 133300.000 120. 1223. 8.7 4763.8 4763.4 .4 368 133330.000 120. 1224. 824 4763.8 4763.4 .4 369 136460.000 2400. 8017. 1.8 4767.4 4767.4 .0 370 139690.000 2200. 4799. 3.0 4769.B 4769.9 -.1 371 146760.000 1900. 7088. 2.1 4776.9 4774.9 1.0 372 147200.000 1300. 3622. 4.2 4778.1 4777.4 .7 373 .000 1448. 4820. 3.1 4781.1 4780.4 .7 -Existing Conditions Simulation Output 24 374 148960.000 1448. 4326. 3.4 4781.2 4180.6 .6 676 149680.000 1660. 6481. 2.3 4782.2 4781.3 .9 676 161100.000 1838. 4666. 2.3 4783.8 4782.8 1.0 377 162260.000 2692. 3880. 2.7 4786.4 4786.2 .2 678 162800.000 2406. 4189. 2.6 4786.6 4786.6 .0 379 162840.000 2404. 8974. 1.2 4787.6 4787.6 .0 380 162890.000 2404. 9006. 1.2 4787.6 4787.6 .0 OC:O;t Vt�f_ Existing Conditions Calibration Output 25 Existing Conditions Calibration Output I 1 2 • RATER SUl9ACI PIOIILES • a U.S. 4111 CORPS OF EIOIIOURS • 3 • V8RSIO1 OF SIPIUIER 1988 • • INC NTDLOLOOIC U4INUESIE0 CEITEI • 4 • 61101, 01.02 • • 401 SECOND SI166I. SUITE 8 • 6 • UPDATED/ 4 APRIL 1989 • • DAVIS. CALIFORNIA 16616-4687 • 6 • 101 DAIS 8/19/91 II10 17.28.18 • • (914) 766-1104. (916) 661-1748 • 7 6 9 10 11 12 13 14 16 I I 1111111 11111 XXIII 16 I X 1 X 1 X I 17 I X X 1 X 16 11X3111 11X1 X 11111 11111 19 1 X I I X 20 X X X I X X 21 1 1 1111111 XXXIX XXXXIXX 22 CID O1 IAUEI 23 1 24 8/11/91 17,28,18 PAGE 1 26 26 27 26 79 IRIS RUN COICUTED 8/19/91 17826119 SO 31 N6C2 REL1AS1 DATED SIP 88 UPDATED APR 1989 32 33 34 CR6OR COIL- 01,02 36 RDDIFICAIION - 36 37 38 39 It C0•I6tA-06 40 72 VELD COUIIT PIS 41 IS CACHE Li POUDRE IIYEI 157IS1D 42 43 11 ICNECI 114 TINY IDII STET 1E71IC NYIIS Q SILL PO 44 46 0 2 0 0 4768.31 46 47 12 IPSO? I9L07 PIFYS ISEC7 ISECN P1 ALLDC IRV CNIIN 171AC6 46 49 1 0 -1 60 61 62 13 7A11►8LE CODES 701 SUI1A1Y P1I1TOU7 63 64 200 38 1 26 66 66 16 L911T IOISRC 164016TED SECTION IUlI61S 67 68 -10 -10 0 0 0 0 0 0 0 0 69 60 QI 2 13918 13918 61 IC .062 .062 .036 .1 .3 62 ET 6.1 4.1 3000 4600 1 6000 63 11 129630 44 4010. 4276. 1600. 1380. 1640. 64 0l 4770.0 .0 4767.8 116.0 4766.6 216.0 4766.0 340.0 4761.4 673.0 61 0R 4760.6 857.0 4769.7 1152.0 4769.1 1427.0 4768.9 1722.0 4767.3 2022.0 66 01 4767.0 2320.0 4766.9 2610.0 4767.1 2900.0 4766.9 3199.0 4767.0 3497.0 67 41 4757.6 3792.0 4766.4 3900.0 4767.1 4010.0 4764.9 4100.0 4764.5 4108.0 68 OR 4760.7 4118.0 4749.6 4120.0 4749.2 4146.0 4749.5 4163.0 4746.2 4186.0 69 0R 4749.2 4216.0 4749.6 4263.0 4766.1 4276.0 4766.8 4368.0 4767.1 4486.0 70 0R 4757.3 4611.0 4766.9 4697.0 4766.6 4906.0 4766.7 6196.0 4766.2 6488.0 71 01 4766.8 6760.0 4766.1 6800.0 4766.6 6000.0 4767.9 6362.0 4769.0 6664.0 72 0I 4741.6 6966.0 4763.7 7171.0 4768.2 7194.0 4773.1 7376.0 .0 .0 73 Existing Conditions Calibration Output 26 74 0] 2 14066 14066 76 1] 0 4.1 2200 4600 74 01 130980 34 3340. 3631. 1100. 1700. 1360. 77 01 4770.6 .0 4764.0 80.0 4763.3 200.0 4744.6 300.0 4766.8 350.0 78 01 4762.8 380.0 4761.0 600.0 4760.6 760.0 4760.6 1000.0 4760.6 1001.0 79 0l 4769.0 1760.0 4768.2 2400.0 4767.6 3000.0 4]61.3 3200.0 4758.5 3340.0 80 01 4]67.6 3346.0 4162.1 3364.0 4160.6 3364.0 4160.6 3390.0 4760.6 3412.0 11 08 4761.0 3436.0 4750.6 3458.0 4761.0 3478.0 4762.6 3496.0 4756.4 3621.0 82 01 4768.6 3631.0 4769.6 3631.0 4768.8 3761.0 4760. 4100. 4760. 4620. 83 01 4768.9 6236. 4169.6 6160. 4760. 6200. 4163. 6630. 84 1 86 8/19/91 17128318 910E 2 86 87 88 89 IC 0 0 .062 90 57 0 4.1 1900 6200 91 11 132030 36 1.0 6960 900. 640. 750 92 OR 4112.6 1.0 4]64.6 35.0 4763.4 126.0 4764.9 210.0 4]67.3 246.0 93 OR 4763.7 260.0 4763.8 313.0 4762.6 366.0 4762.3 390.0 4761.5 666.0 94 OR 4760.8 938.0 4761.1 1260.0 4761.9 1601.0 4760.8 1787.0 4760.8 2076.0 96 01 4760.6 2297.0 4763.0 2606.0 4762.6 2616.0 4762.7 2612.0 4761.2 2668.0 96 01 4761.0 2682.0 4760.4 2603.0 4762.7 2616.0 4768.8 2626.0 4760.6 2761.0 97 01 4769.2 2966.0 4769.6 3222.0 4760.3 3496.0 4760.3 3191.0 4760.7 4076.0 98 at 4760.1 6046. 4760.2 6920. 4760. 6146. 4760.0 6620. 4764. 6960. 99 100 0} 2 10619 10619. 101 IC 0.3 0.6 102 6} 6.11 4.11 1643 1]63 0 4000 103 11 133300 39 1.0 6200. 1260. 660. 660 104 0l 4772.6 1.0 4769.7 132.0 4767.4 282.0 4766.6 662.0 4766.9 602.0 106 01 4766.2 919.0 4766.0 1069.0 4766.8 1206.0 4768.3 1366.0 4769.1 1493.0 106 01 4769.4 1643.0 4766.8 1643.1 4763.2 1667.0 063.4 1672.0 4763.2 1693.0 107 01 4762.8 1726.0 4753.6 1761.0 4767.2 1763.0 4769.4 1763.1 4769.4 2073.0 106 00 4768.0 2331.0 4768.9 2604.0 4764.3 2880.0 4764.0 3162.0 4766.6 3694.0 109 01 4767.7 3844.0 4768.1 3994.0 4768.4 1000. 4767.3 4160. 4766.1 4360. 110 OR 4764. 4660. 4763.9 4750. 4163.7 4960. 4763.6 6160. 4744.1 6360. 111 OR 4763.9 6660. 4763.9 6760. 4766.6 6960. 4767.2 6200. 112 113 18 1.06 1.66 0.4 121. 1.6 1633. 0.78 4753. 4753. 114 E} 6.11 4.11 164 1763 0 4000 116 11 133330 30. 30. 30. 114 32 1 4766. 4763.2 117 13 4000. 118 87 -2 0. 4772.6 132. 4769.7 282. 4767.4 119 B} 662 4766.6 602 4166.9 919 4166.2 120 81 1069 4766.0 1206 4766.8 1356 4768.3 121 81 1493 4769.1 1643 069.6 1763 4769.4 122 Bi 2073 4749.4 2331 4768 2604 4768.9 123 B1 2880 4764.3 3162 4763.2 3694 4766.6 124 B] 3841 4767.7 3994 4768.1 0 0 126 126 IC 0.06 0.062 0. 0.3 127 B} 14302 14312. 128 67 0 4.1 60 3000 129 11 13646 43 1.0 4316. 470. 1390. 1160 130 01 4768. 1.0 4768.6 26. 470.6 66.0 4767.2 106.0 4766.4 261.0 131 at 4766. 402.0 4768.1 488. 4]66.8 641.0 4765.6 686.0 4766.6 836.0 132 01 4766. 986.0 4765.3 1276. 4763.8 1426.0 4763.3 1646.0 4763.0 1686.0 133 OR 4763. 1836.0 4763.9 2026. 4763.0 2086.0 4764.4 2226.0 4763.0 2366.0 134 01 4762. 2606.0 4766.6 2666. 4763.6 2720.0 4764.1 2786.0 4764.3 2792.0 136 61 4767. 2802.0 4767.3 2832. 4766.4 2658.0 4767.3 2868.0 4768.8 2884.0 136 01 4762. 2901.0 4766.6 2903. 4746.2 3019.0 4766.2 3074.0 4766.2 3223.0 137 01 4766. 3373.0 4767.1 3623. 4768.3 3638.0 4770.6 3783.0 4771.8 3903.0 136 Ol 4772. 4063.0 4774.0 4216. 4779.0 4318.0 .0 .0 .0 .0 139 1 140 8/19/9 ❑128318 M101 3 141 142 143 144 01 2 14478 14418. 146 11 6.1 4.1 600 2800 407 4716 146 II 139690 39 1.0 4716.0 1420. 800. 1160 147 01 4776.6 1.0 4767.6 160.0 4766.3 260.0 4168.2 384.0 4774.1 407.0 148 at 4774.1 416.0 4769.9 490.0 4768.4 606.0 4767.1 660.0 4767.7 661.0 Existing Conditions Calibration Output 27 149 GI 4761.6 670.0 4761.2 692.0 1760.7 711.0 4761.2 788.0 4761.3 770.0 160 at 1766.9 784.0 4766.6 888.0 4767.4 1094.0 470.7 1667.0 4767.6 1676.0 161 OR 1768.0 1816.0 4768.4 2071.0 1768.4 2366.0 4769.2 2646.0 4769.3 2918.0 162 GI 4769.2 3040.0 4770.6 3190.0 4770.1 3330.0 1770.4 3470.0 1770.9 3606.0 153 Cl 4771.9 3749.0 1772.8 3875.0 4773.9 1000.0 4776.0 1116.0 1776.8 4260.0 164 OR 1780.2 4390.0 4783.0 4498.0 4786.9 1630.0 4788.6 4716.0 .0 .0 166 164 IC 0.066 0.066 167 QT 2 11791 14791 168 81 0 1.1 1100 3300 169 II 116760 37 1.0 3890. 2600. 2460. 2626 160 0l 4780.6 1.0 4778.8 80.0 1776.4 176.0 4774.0 330.0 4772.6 480.0 161 0l 4771.7 620.0 4772.0 724.0 1770.4 910.0 4770.6 1060.0 4770.6 1210.0 162 Cl 4770.8 1360.0 1771.0 1610.0 4771.3 1660.0 4771.1 1794.0 4771.6 1940.0 163 GI 4772.1 2076.0 4772.2 2226.0 4772.6 2370.0 4773.0 2620.0 4773.4 2670.0 164 OR 4773.4 2816.0 4773.6 3000.0 4773.2 3012.0 4766.7 3017.0 4764.2 3034.0 166 01 4761.9 3046.0 4766.8 3068.0 4767.3 3086.0 1767.2 3099.0 4772.1 3106.0 166 Cl 4774.2 3110.0 4773.9 3261.0 4772.7 3391.0 4776.6 3430.0 4777.3 3671.0 167 OR 1779.7 3716.0 1782.1 3890.0 168 169 IC 0.066 0.066 0.036 0.1 0.3 170 Qt 2 14862 14862 Ill 6T 0 4.1 2600 3800 072 Al 147200 43 3460. 3663. 1680. 1400. 1140. 173 OR 4780.6 .0 4778.9 160.0 4778.9 310.0 4779.1 460.0 4778.9 696.0 174 0l 4777.9 750.0 4776.6 897.0 4776.0 1048.0 4776.1 1196.0 4776.0 1360.0 176 01 4777.1 1600.0 1776.7 1660.0 4777.3 1806.0 4777.2 1926.0 1777.9 2070.0 176 01 4776.6 2190.0 4776.8 2340.0 4776.0 2480.0 4776.7 2638.0 1776.6 2750.0 177 0l 4776.2 2934.0 4776.9 3036.0 4776.0 3193.0 4777.1 3360.0 4776.1 3160.0 178 OR 4776.6 3462.0 4773.0 3468.0 4768.6 3181.0 1766.9 3606.0 1767.3 3620.0 179 0l 4768.6 3627.0 4768.9 3660.0 4776.1 3662.0 4776.3 3563.0 1771.0 3661.0 180 01 4776.8 3689.0 1776.8 3803.0 4776.8 3863.0 4776.3 4616.0 4776.3 4676.0 181 OR 4777.0 4775.0 4783.1 1876.0 1781.6 4976.0 182 183 IC 0.052 0.016 184 IT 0 4.1 2200 3648 186 31 148960 60 3470. 3671. 1330. 1140. 1760. 186 at 4791.0 .0 4788.2 100.0 1786.6 200.0 4784.4 960.0 1783.0 360.0 187 01 4782.1 160.0 4781.6 620.0 4762.1 607.0 4779.3 710.0 4777.2 791.0 188 Cl 4778.9 866.0 4778.6 972.0 4778.3 1080.0 1778.6 1215.0 4770.6 1362.0 189 01 4778.9 1600.0 4779.2 1630.0 1779.6 1780.0 4779.1 1866.0 1779.1 1910.0 190 01 4719.1 2060.0 4779.6 2210.0 4779.7 2360.0 1778.6 2610.0 4779.1 2660.0 191 OR 4777.8 2810.0 4777.1 2960.0 4776.8 3110.0 4778.3 3290.0 1778.8 3380.0 192 01 4780.7 3169.0 4780.7 3170.0 4769.0 3470.1 4769.0 3477.6 1769.0 3477.6 193 01 4769.0 3666.6 4769.0 3673.9 4779.5 3671.0 4779.8 3605.0 4718.8 3610.0 191 01 1779.0 3701.0 4779.2 3880.0 1780.4 3965.0 4781.8 4116.0 4701.6 4266.0 106 OR 4782.3 4410.0 4783.3 4661.0 4781.1 4766.0 4789.3 4930.0 4799.2 4968.0 196 1 197 8/19/91 17128918 PAGE 4 198 199 200 201 BT 0 4.1 2200 3648 202 I1 148960 60 3170. 3674. 10. 10. 10. 203 OR 1791.0 .0 4788.2 100.0 1786.6 200.0 4784.4 250.0 1783.0 360.0 201 OR 4782.1 160.0 4781.6 620.0 4782.1 607.0 4779.3 710.0 1777.2 794.0 206 GI 1778.9 866.0 4778.6 972.0 4778.3 1080.0 4778.6 1216.0 4778.6 1362.0 206 Cl 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 1779.1 1866.0 4779.1 1910.0 207 01 4779.1 2060.0 4779.6 2210.0 4779.7 2360.0 4778.6 2610.0 4779.1 2660.0 208 OR 1777.8 2810.0 4777.1 2960.0 4776.8 3110.0 4778.3 3290.0 4778.8 3380.0 209 OR 4780.7 3169.0 4780.7 3470.0 4776.9 3470.1 4776.9 3477.6 4776.9 3177.6 210 01 4775.9 3666.6 4776.9 3673.9 4179.6 3671.0 4779.8 3606.0 4778.8 3610.0 211 0l 4779.0 3701.0 4779.2 3880.0 4780.4 3965.0 1781.8 4116.0 4781.6 4266.0 212 01 4782.3 4410.0 1783.3 4664.0 1784.1 4766.0 4789.3 4930.0 4799.2 4966.0 213 214 QT 2 14980 14980. 216 IT 0 4.1 2160 3800 216 Al 119680 66 3470. 3646. 600. 600. 620. 217 01 1791.0 .0 4788.2 100.0 1786.6 200.0 4784.4 260.0 4783.0 360.0 218 OR 1782.1 160.0 4781.6 620.0 1782.1 607.0 4779.3 710.0 4777.2 794.0 219 0l 4778.9 086.0 4778.6 972.0 4778.3 1080.0 1778.6 1216.0 4770.6 1362.0 220 Cl 1778.9 1600.0 4779.2 1630.0 1779.6 1780.0 4779.1 1866.0 4779.1 1910.0 221 GI 4770.1 2060.0 1779.6 2210.0 1779.7 2360.0 4778.6 2610.0 4779.1 2660.0 222 OR 4777.8 2810.0 4777.1 2960.0 1776.8 3110.0 4778.3 3290.0 1778.8 3380.0 223 01 1781.1 3170.0 4181.4 3470.0 4778.0 3498.0 4776.8 3498.1 4777.2 3635.0 s, rtl,3'", �? 4 Existing Conditions Calibration Output 28 224 01 4773.7 3636.1 4717.5 3565.0 4773.8 3666.1 4777.4 3697.0 4773.8 3697.1 225 01 4776.6 3614.0 4777.5 3630.0 4776.3 3630.1 4781.6 3645.0 4779.3 8646.1 226 Ol 4778.8 3646.5 4779.0 3736.0 4779.2 3915.0 4180.4 4000.0 4781.8 4160.0 227 01 4781.6 4291.0 4782.3 4446.0 4783.3 4699.0 4784.1 4790.0 4789.3 4966.0 226 01 4799.2 5003.0 .0 .0 .0 .0 .0 .0 .0 .0 219 230 SC 0.062 0.100 231 07 2 10606 10506 232 81 0 4.1 2062 3900 233 XI 151100 49 3714. 3900. 1600. 1600. 1620. 234 GI 4787.0 .0 4786.2 107.0 4786.9 248.0 4785.4 406.0 4764.7 668.0 236 Ol 4784.8 708.0 4784.2 797.0 4783.8 883.0 4784.0 932.0 4789.1 944.0 236 OR 4789.6 984.0 4786.2 995.0 4784.6 1038.0 4783.3 1189.0 4783.3 1348.0 237 01 4783.7 1493.0 4784.1 1649.0 4783.3 1797.0 4783.5 1940.0 4783.0 2029.0 238 4l 4782.6 2148.0 4782.2 2311.0 4181.9 2431.0 4782.3 2643.0 4782.6 2677.0 269 OR 4781.1 2777.0 4780.6 2900.0 4180.0 3009.0 4179.7 3032.0 4181.6 3080.0 240 61 4781.1 3324.0 4781.0 3396.0 4781.8 3742.0 4784.8 3762.0 4184.9 3774.0 241 01 4777.4 3184.0 4777.1 3827.0 4176.9 3869.0 4771.6 3887.0 4781.8 8899.0 242 OR 4782.1 3900.0 4781.4 3966.0 4781.8 4070.0 4782.4 4200.0 4781.6 4340.0 244 01 4776.3 4346.0 4776.7 4396.0 4780.9 4436.0 4795.2 4439.0 .0 .0 244 246 IC 0.061 0.080 0.036 0.300 0.600 0.000 0.000 0.000 0.000 0.000 246 IT 0 4.1 4835 7239 247 XI 162260 18 7116. 7239. 1160. 1160. 1160. 248 Ol 4792. 4620. 4792. 4660. 4788. 4670. 4784.3 4960. 4784. 5660. 249 GI 4784. 6990. 4781.0 7060. 4786.0 7106. 4781.3 1116. 4779.9 7131. 260 GI 4773. 7226. 4773.2 1239. 4788. 7240. 4790. 7241. 4792. 7280. 261 OR 4194.0 7630. 4796.0 7700. 4798. 1900. 252 1 253 8/19/91 11128.18 PAGE 5 264 266 266 267 X1 16230 60 60 5 268 269 SS 0. 1.66 0.6 24 2.6 91 4 4773. 4773.0 260 Cl 0 4.11 483 7231 261 II 16234 40 40 4 262 X2 1 4786. 4784.0 263 It -I 4620. 4192. 4660. 4192. 4670. 4788. 0 264 Di 6660 4786 6990 4786 7050 4790 0 266 BT 7112 4796 7116 4797.6 7239 4797.8 0 266 Bt 7240 4788 7241 4790 7280 4792 0 267 BI 7630 4794 7700 4796 7900 4798 0 268 269 Et 0 4.1 483 7239 270 X1 162390 60 50 50 271 1 272 8/19/91 17.28618 PAGE 6 273 274 275 II CO-P611-06 276 12 VELD COUNTY PIS 277 73 CACHE LA POUDl6 RIVEI REVISED PLOODVAY 278 279 II ICXEC8 I50 III? IDII St0T 857000 XVIIS 0 VSEL PO 280 281 0 3 0 0 4768.92 282 283 12 IPIOP 19LOS 91PYS 'SEC,/ 156CX PI ALLDC 880 CNIII I1lACE 284 285 16 0 -1 286 287 288 289 290 1 291 8/19/91 17,28118 PAGE 7 292 293 294 296 296 ?NIS TUN EXECUTED 8/19/91 17,291 8 297 298 X802 IEIESS! OIS5D SEP 88 UPDATED APt 1989 pqq sd :nor -A N UJ Existing Conditions Calibration Output 29 299 300 301 RIOT Colt - 01,02 302 100IFICAVIOI - 303 304 305 306 8018- 83181138 C•3 3T LETT 0? CIOSS-SICTIOI NOHC1 180I1871S 'USAGE II SUIIIIY O6 811014 LIST 307 308 309 C4CX6 LA P00016 11161 16 310 311 SU18An /11/7001 312 313 314 SEC1l 9CX 316 316 129630.000 4.88 317 129630.000 6.61 618 319 130980.000 6.22 620 130980.000 6.64 321 322 132030.000 1.62 323 r 132030.000 2.16 324 326 • 133300.000 9.09 326 • 133300.000 8.68 327 328 133330.000 9.09 329 133330.000 8.68 330 331 • 136450.000 1.61 332 • 136460.000 1.79 333 334 • 139690.000 2.71 336 • 139690.000 3.02 336 337 • 146760.000 1.68 338 • 146760.000 3.09 339 340 • 147200.000 8.93 341 • 147200.000 9.12 342 343 • 148960.000 6.18 344 • 148960.000 6.41 346 346 148960.000 6.01 347 a 148960.000 6.18 348 349 1 plot 8 360 8/19/91 17128118 361 362 353 SCCIO YCX 364 366 • 149680.000 2.93 366 6 149680.000 3.01 357 368 • 161100.000 7.01 359 • 161100.000 6.46 360 361 162260.000 7.30 362 162360.000 6.71 363 344 162300.000 6.41 366 162300.000 6.46 366 367 • 162340.000 3.10 366 • 162340.000 2.99 369 370 162390.000 3.09 371 162390.000 2.98 372 373 1 Existing Conditions Calibration Output 30 374 8/19/91 17228:18 PAGE 9 376 376 377 318 379 SUABIIY OF ERRORS AID SPECIAL 10165 380 381 382 Vum0 SECND= 132030.000 PROFILE= 2 CONVEYANCE CXUOE OUTSIDE ACCEPTABLE 81301 383 384 YARNING SECIO° 133300.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E 386 VA1NI10 SECIO= 133300.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 386 387 WAVING SECIO= 186460.000 PROFILE° 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 388 VIIIIIO SECIO° 136450.000 PROFILE° 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E 369 390 YARNING SECND= 139690.000 ?MILE= 1 CONVEYANCE CRINGE OUTSIDE ACCEPTABLE IABOE 391 WABII10 SECNO° 139890.000 PROFILE= 2 CONVEYANCE GUNGE OUTSIDE ICCLPTABLE 1110E 392 393 WAITING SECND= 146760.000 PROFILE= 1 CONVEYANCE LIME OUTSIDE ACCEPTABLE IAIGE 394 YI81IN0 SECIO= 146760.000 PROFILE= 2 CONVEYANCE CNAIOS OUTSIDE ACCEPTABLE IAIOE 396 396 CAUTION SECNO° 147200.000 PROFILE= 1 CRITICAL DEPTH ASSURED 397 CAUTION MID= 147200.000 PROFILE= 1 1I111U1 SPECIFIC ENERGY 398 8111110 SEM° 147200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E 399 400 YARNING SECND= 148960.000 PROFILE= 1 CONVEYANCE CNABGE OUTSIDE ACCEPTABLE RANGE 401 8111110 SEEM- 148960.000 PROFILE- 2 CONVEYANCE CRAIGE OUTSIDE ACCEPTABLE RANGE 402 403 9111110 SEC10° 148980.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE IAIGE 404 406 VI11I10 SECIO° 149680.000 PROFILE- 1 CONVEYANCE CXABOE OUTSIDE ACCEPTABLE RANGE 406 WARMING SELIG= 149680.000 PROFILE= 2 CONVEYANCE CXANOE OUTSIDE ACCEPTABLE IAIGE 407 408 WAVING 5ECI0= 161100.000 PROFILE° 1 COIVEYAICE CXAIOE OUTSIDE ACCEPTABLE BEIGE 409 WARMING SECIO= 161100.000 PROFILE= 2 CONVEYANCE CXIMGE OUTSIDE ACCEPTABLE RANGE 410 411 WANING SECND= 162840.000 PROFILE° 1 CONVEYANCE CXAIOE OUTSIDE ACCEPTABLE RANGE 4❑ WARMING SECIG'° 162340.000 PROFILE= 2 COIVEYAICE CNAIOE OUTSIDE ACCEPTABLE 11101 413 414 1 416 8/19/91 17128118 PAGE 10 416 417 418 419 420 FLOO>WAY DATA. CACHE LA POUDIE RIVER It 421 PROFILE NO. 2 422 423 PLOODVAT WATER SURFACE ELEVATION 424 STATION VIDTX SECTION MEAN WITH WITHOUT DIFFERENCE 426 AREA VELOCITY FLOODVAY FLOODLIT 426 427 428 129630.000 1600. 4641. 3.1 4768.9 4768.3 .6 429 130980.000 2400. 6466. 2.6 4160.6 4769.9 .6 430 132030.000 3300. 6629. 2.2 4762.1 4761.8 .3 431 133300.000 120. 1223. 8.7 4763.8 4763.4 .4 432 133330.000 120. 1224. 8.7 4163.8 4763.4 .4 433 136460.000 2400. 8017. 1.8 4767.4 4767.4 .0 434 139690.000 2200. 4799. 3.0 4769.8 4769.9 -.1 436 146760.000 1900. 7088. 2.1 4776.9 4774.9 1.0 436 147200.000 1300. 3522. 4.2 4778.1 4771.4 .7 437 148960.000 1448. 4820. 3.1 4781.1 4780.4 .7 438 148960.000 1448. 4326. 3.4 4781.2 4780.6 .6 439 149580.000 1660. 6431. 2.3 4782.2 4781.3 .9 440 161100.000 1838. 4533. 2.3 4783.8 4782.8 1.0 441 162260.000 2392. 3880. 2.7 4786.4 4786.2 .2 442 162300.000 2400. 4189. 2.6 4785.6 4785.6 .0 443 162340.000 2404. 8974. 1.2 4787.6 4787.6 .0 444 162390.000 2404. 9006. 1.2 4787.5 4781.6 .0 D.l I Modified Roughness Simulation Output 31 Modified Roughness Simulation Output 1 1 3 • BATIK SULIACI PIOFILES • • U.S. AIRY COIPS OF MINIM • 3 • Y6lSIOI OF SEPTEIRED 1988 • • TIE ITDR0L0OIC lIlINL61IIG CEITEI • 4 • 11601: 01,02 • • 601 SEC01D STREET, SUITE D • 6 • UPDATED. 4 APRIL 1989 • • DAVIS. CALIPOIIIA 96{1{-4487 • 6 • 1VI DATE 6/15/91 TIUE 20.16.57 • • (914) 716-1104, (914) 661-1748 • 7 6 9 10 11 12 13 14 11 I I 1I11I11 31I11 IXXIX 1{ I I I I I I I 17 x I I X 1 18 XXXXIIX XXIX I XXXII 1XXIX 19 X X X I X 20 X X I I I I 21 I I XIXIIII X1III X6XX111 22 ZED or ■A61E1 23 1 24 6/19/91 20:14,16 PAGE 1 26 24 27 28 29 'EIS RUE l2RCUTLD 8/19/91 20,14:68 30 31 1102 REL1551 DATED SIP 86 UPDATED APR 1969 32 33 34 ERDI COII - 01.02 36 I0DIPICATIOR - 36 37 38 39 TI CO-PIRA-06 40 12 GILD COUITT PIS 41 73 CACXI LA P00D11 RIVER 1LYISID 42 43 11 ICEECI I14 IIEY I611 STRI 6E151C IVIES 4 5SEL 10 44 46 0 2 0 0 4766.31 46 47 J2 IPIOP IPLOT PREYS ISLCY ISECN PI 1LLOC IDV CNITI ITRACE 48 49 1 0 -1 60 61 62 J3 VARIABLE CODES FOR SVIIART ►1111001 63 64 200 36 1 26 66 64 J6 LPIIT IUISEC REQUESTED SECTION IV1IEIS 61 68 -10 -10 0 0 0 0 0 0 0 0 69 60 UT 2 13918 13918 61 IC .042 .062 .036 .1 .3 62 IT 6.1 4.1 3000 4400 1 6000 63 11 129630 44 4010. 4274. 1600. 1380. 1440. 44 0K 4770.0 .0 4767.8 115.0 4764.8 216.0 4766.0 340.0 4761.4 673.0 66 OR 4760.6 867.0 4769.7 1132.0 4759.1 1427.0 4768.9 1722.0 4797.3 2022.0 66 OR 4767.0 2320.0 4766.9 2610.0 4767.1 2900.0 4766.9 3199.0 4767.0 3497.0 47 OR 4717.6 3792.0 4766.4 3900.0 4717.1 4010.0 4764.9 4100.0 4764.6 4106.0 48 02 4760.7 4116.0 4749.6 4128.0 4749.2 4146.0 4749.3 4163.0 4749.2 4186.0 69 61 4749.2 4218.0 4749.4 4263.0 4766.1 4274.0 4765.8 4368.0 4767.9 4484.0 70 GI 4767.3 4611.0 4766.9 4697.0 4766.4 4906.0 4766.7 6196.0 4766.2 6488.0 71 01 4766.8 6780.0 4764.9 6800.0 4766.1 6000.0 4767.9 6362.0 4769.0 6664.0 72 OK 4761.6 6966.0 4743.7 7171.0 4768.2 7194.0 4773.1 7376.0 .0 .0 73 '7', .. �' / Modified RoughnessSimulation Output 32 74 QT 2 14066 1606 76 IT 0 4.1 2200 4600 76 81 130980 34 3340. 3631. 1100. 1700. 1360. 71 OR 4770.8 .0 4764.0 80.0 4763.3 200.0 4164.6 300.0 4766.8 360.0 78 O6 4762.8 380.0 4761.0 600.0 4760.6 760.0 4160.6 1000.0 4160.6 1001.0 79 Ot 4769.0 1160.0 4768.] ]400.0 4761.6 3000.0 4761.3 3200.0 4168.6 3340.0 80 OR 4767.6 3346.0 4762.1 3354.0 4760.6 3364.0 4760.6 3390.0 4160.6 3412.0 81 01 4761.0 3436.0 4760.6 3468.0 4761.0 3478.0 4762.6 3495.0 4166.4 3621.0 82 OR 4768.6 3631.0 4769.6 3631.0 4768.8 3761.0 4760. 4100. 4760. 4620. 63 01 4168.9 6236. 4769.6 6160. 4760. 6200. 4163. 6630. 84 1 86 8/19/91 20116168 PICK 2 86 87 88 89 IC 0 0 .062 90 17 0 4.1 1900 6]00 91 11 132030 36 1.0 6960 900. 640. 760 92 OR 4172.8 1.0 4764.6 36.0 4763.4 1]6.0 4764.9 210.0 4767.3 246.0 93 It 4763.7 260.0 4763.8 313.0 4762.6 366.0 4762.3 390.0 4761.6 666.0 94 0l 4760.8 938.0 4761.1 1230.0 4761.9 1601.0 4760.8 1767.0 4760.8 2076.0 95 OR 4760.6 2297.0 4763.0 2606.0 416].6 2616.0 4762.7 2632.0 4761.2 2668.0 96 OR 4761.0 2682.0 4760.4 2603.0 4752.7 2616.0 4768.8 2626.0 4760.6 2761.0 91 OR 4769.2 2966.0 4769.6 3222.0 4760.3 3496.0 4760.3 3191.0 4760.1 4016.0 98 01 4160.1 6046. 4760.2 6920. 4160. 6146. 4760.0 6520. 4764. 6960. 99 100 QI 2 10619 10619. 101 IC 0.3 0.5 102 l7 6.11 4.11 1643 1763 0 4000 103 II 133300 39 1.0 6200. 1260. 660. 660 104 0l 4772.6 1.0 4769.1 132.0 4767.4 282.0 4766.6 662.0 4766.9 602.0 106 OR 4766.2 919.0 4766.0 1069.0 4766.8 1206.0 4768.3 1366.0 4769.1 1493.0 106 01 4769.4 1643.0 4766.8 1643.1 4763.2 1661.0 4163.4 1672.0 4753.2 1693.0 107 Cl 4752.8 1126.0 4763.6 1761.0 4767.2 1763.0 4769.4 1761.1 4169.4 2073.0 108 Cl 4768.0 2331.0 4768.9 2604.0 4764.3 2880.0 4164.0 3162.0 4166.6 3694.0 109 OR 4761.7 3844.0 4168.1 3994.0 4168.4 4000. 4167.3 4160. 4766.1 4360. 110 01 4164. 4660. 4763.9 4160. 4763.7 4960. 4763.6 6160. 4764.1 6360. 111 01 4163.9 6660. 4763.9 6760. 4766.6 6960. 4761.2 6200. 11] 113 SB 1.06 1.66 0.4 121. 0.5 1633. 0.76 4163. 4753. 114 IT 6.11 4.11 164 1163 0 4000 116 01 133330 30. 30. 30. 116 02 1 4766. 4763.2 117 13 4000. 118 II -2 0. 4712.6 132. 4169.7 282. 4767.4 119 BT 662 4166.6 602 4765.9 919 4766.2 120 B7 1069 4766.0 1206 4766.8 1366 4768.3 121 61 1493 4769.1 1643 4769.6 1763 4769.4 122 87 2073 4769.4 2331 4168 2604 4768.9 123 87 2880 4164.3 3162 4763.2 3694 4166.6 124 6T 3844 4167.7 3994 4768.1 0 0 126 126 IC 0.06 0.062 0. 0.3 127 Q7 14312 14311. 128 87 0 4.1 60 3000 129 II 13646 43 1.0 4318. 470. 1390. 1160 130 01 4768. 1.0 4168.6 26. 4767.6 66.0 067.2 106.0 4766.4 261.0 131 01 4766. 402.0 4768.3 488. 4766.8 641.0 4766.6 686.0 4166.6 836.0 132 01 4766. 986.0 4766.3 1218. 4763.8 1426.0 4163.3 1646.0 4163.0 1686.0 133 GI 4763. 1836.0 4763.9 2026. 4763.0 2086.0 4764.4 2226.0 4163.0 2366.0 134 01 4762. 2606.0 4166.6 ]636. 4763.8 2120.0 4164.1 2786.0 4764.3 2192.0 135 01 4161. 2802.0 4167.3 2832. 4166.4 2868.0 4761.3 2868.0 4768.8 2886.0 136 0l 4762. 2901.0 4766.6 2903. 4766.2 3019.0 4766.2 3074.0 4766.2 3223.0 137 0l 4166. 3373.0 4767.1 3623. 4168.3 3638.0 4770.6 3783.0 4771.8 3903.0 138 0l 4772. 4063.0 4774.0 4216. 4179.0 4318.0 .0 .0 .0 .0 139 1 140 8/19/9 20116168 PAGE 3 141 142 143 144 IC .060 146 01 2 14478 14418. 146 BT 6.1 4.1 600 2800 401 4716 147 31 139690 39 1.0 4716.0 1420. 800. 1160 148 01 4776.6 1.0 4761.6 160.0 4768.3 260.0 4768.2 384.0 4114.1 401.0 Modified Roughness Simulation Output 33 149 01 4774.1 415.0 4769.9 490.0 1768.4 606.0 4761.1 660.0 4161.1 661.0 150 01 4761.6 670.0 4761.2 692.0 4760.7 711.0 4761.2 738.0 4161.3 770.0 161 41 4766.9 784.0 4766.6 888.0 4767.4 1094.0 4767.7 1667.0 4167.6 1676.0 162 0l 4768.0 1816.0 4768.4 2071.0 1768.4 2366.0 4769.2 2616.0 4769.3 2918.0 163 O1 4769.2 3040.0 1770.6 3190.0 4770.1 3330.0 4770.1 3470.0 4770.9 3606.0 164 OK 4771.9 3141.0 4772.2 3876.0 4773.9 4000.0 4716.0 1116.0 4776.8 4260.0 166 O1 4780.2 4390.0 4783.0 4498.0 4786.9 4630.0 1788.6 1716.0 .0 .0 166 167 IC 0.066 0.066 0.062 168 Q7 2 11791 14791 169 IT 0 4.1 1400 3300 160 I1 146160 37 1.0 3890. 2600. 2660. 2626 161 0I 4780.6 1.0 4778.8 60.0 4776.4 176.0 4774.0 330.0 4772.6 480.0 162 01 4771.7 620.0 4772.0 724.0 4770.4 910.0 4170.6 1060.0 4770.6 1210.0 163 0l 4770.8 1360.0 1171.0 1610.0 4771.3 1660.0 4771.4 1794.0 4771.6 1940.0 164 0l 1772.1 2076.0 4772.2 2225.0 4772.6 2370.0 4773.0 2620.0 4773.4 2670.0 166 It 4173.4 2816.0 1773.6 3000.0 4773.2 3012.0 4766.1 3017.0 4764.2 3034.0 166 O1 4764.9 3046.0 4766.8 3068.0 4767.3 3086.0 4767.2 3099.0 4772.1 3106.0 161 Ol 4771.2 3110.0 073.9 3261.0 4772.7 3391.0 4776.6 3430.0 4777.3 3671.0 168 GI 4779.7 3116.0 4182.1 6890.0 169 170 IC 0.066 0.066 0.036 0.1 0.3 171 Qt 2 14862 14862 172 01 0 4.1 ]600 3800 173 31 147200 13 3460. 3563. 1680. 1100. 1140. 174 01 1780.6 .0 4778.9 160.0 4118.9 310.0 4779.1 160.0 4778.9 696.0 116 0l 4777.9 160.0 4176.6 897.0 1776.0 1048.0 1776.1 1194.0 4776.0 1360.0 116 01 4777.1 1600.0 4776.7 1660.0 4777.3 1806.0 1777.2 19]6.0 4777.9 2070.0 177 01 4776.6 2190.0 4776.2 2310.0 4776.0 2480.0 4776.1 2638.0 4715.6 2780.0 178 O1 4776.2 2934.0 4176.9 3036.0 4776.0 3193.0 1777.1 3360.0 4776.1 3160.0 119 Olt 4776.6 3162.0 4173.0 3468.0 4768.6 3481.0 4766.9 3506.0 4767.3 3520.0 180 OK 1768.6 3627.0 4768.9 3660.0 1176.1 366].0 4776.3 3663.0 4774.0 3664.0 181 Cl 4776.8 3689.0 4716.8 3803.0 4776.8 3863.0 4776.3 4646.0 1776.3 4676.0 182 OR 4777.0 4776.0 4783.1 4976.0 1781.6 4976.0 183 184 IC 0.062 0.016 186 It 0 61 2200 3618 186 I1 118960 60 3470. 3671. 1330. 1110. 1760. 187 01 4791.0 .0 4718.2 100.0 4786.6 200.0 1784.4 260.0 4183.0 360.0 188 OR 478].1 160.0 4781.6 620.0 1102.1 607.0 1779.3 T10.0 1777.2 794.0 189 Olt 4778.9 866.0 4778.6 972.0 4778.3 1080.0 1778.6 1216.0 4778.6 1362.0 190 OR 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 1779.1 1866.0 4719.1 1910.0 191 Cl 4779.1 2060.0 4719.6 2210.0 4779.7 2360.0 1778.6 2610.0 4779.1 2660.0 192 OR 1777.8 2810.0 4777.1 2960.0 4716.8 3110.0 4178.3 3290.0 1778.8 3380.0 193 OR 4780.7 3169.0 1780.7 3470.0 4769.0 3470.1 4769.0 3477.6 4769.0 3477.6 191 0l 1769.0 3666.6 4769.0 3672.9 4779.6 2674.0 4179.8 3606.0 4778.8 3610.0 196 01 4779.0 3701.0 4779.2 3880.0 1780.4 3966.0 4181.8 4116.0 1761.6 4266.0 196 01 4782.3 4410.0 4783.3 4661.0 4784.1 1766.0 4789.3 4930.0 4799.2 4968.0 197 1 198 8/19/91 20116168 8608 4 199 200 201 202 87 0 4.1 2200 3649 206 81 148960 60 3470. 3674. 10. 10. 10. 201 Cl 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 260.0 1783.0 360.0 206 OR 4782.1 460.0 4781.6 520.0 4782.1 607.0 4779.3 710.0 4777.2 794.0 206 0l 1110.9 866.0 4770.6 972.0 4778.3 1080.0 4778.6 1216.0 4778.6 1352.0 207 0l 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 4779.1 1866.0 4779.1 1910.0 208 01 1779.1 2060.0 4779.4 3310.0 1779.7 2360.0 4778.6 3610.0 4779.1 ]660.0 209 0I 1177.8 2810.0 077.1 2960.0 1776.8 3110.0 4778.3 3290.0 4778.8 3380.0 210 41 1780.7 3469.0 4780.7 3470.0 1776.9 3470.1 1716.9 3177.6 4776.9 3477.5 211 Ol 4776.9 3666.6 4776.9 3673.9 1779.6 3614.0 1779.8 3606.0 4778.8 3610.0 212 00 4779.0 3701.0 4779.2 3880.0 4760.4 3966.0 1781.8 4116.0 4781.6 1266.0 213 OR 4782.3 1410.0 4783.3 4664.0 4784.1 4766.0 4789.3 4930.0 1799.2 4968.0 214 216 41 2 11980 14980. 216 It 0 4.1 2160 3800 211 I1 119680 66 8470. 3645. 600. 600. 620. 218 0l 1791.0 .0 4788.2 100.0 1786.6 200.0 4784.4 260.0 4783.0 360.0 219 0l 4782.1 460.0 4781.6 6]0.0 4782.1 607.0 4779.3 710.0 1177.2 794.0 220 01 4718.9 866.0 4778.6 972.0 4718.3 1080.0 4778.6 1216.0 4778.6 1362.0 221 01 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 1779.1 1866.0 4779.1 1910.0 222 41 4779.1 2060.0 4779.6 ]210.0 4779.7 2360.0 1778.6 2610.0 4779.1 2660.0 223 05 4777.8 2810.0 4777.1 2960.0 4776.8 3110.0 4178.3 3290.0 4770.8 3380.0 et 90. n:1 Modified Roughness Simulation Output 34 224 OR 4781.4 8410.0 4781.4 3470.0 4718.0 5490.0 4716.8 8498.1 4777.2 5686.0 226 01 4778.1 8656.1 4777.6 8666.0 4775.8 8666.1 4717.4 8697.0 4178.8 8697.1 226 0l 4716.6 3614.0 4771.6 3630.0 4776.8 3630.1 4781.6 5646.0 4779.5 5646.1 227 0l 4778.8 5646.6 4179.0 8186.0 4779.2 5916.0 4780.4 4000.0 4181.8 4160.0 228 0l 4181.6 4297.0 4782.8 4446.0 4783.3 4699.0 4784.1 4790.0 4789.8 4966.0 229 0l 4794.2 6005.0 .0 .0 .0 .0 .0 .0 .0 .0 230 231 DC 0.062 0.100 232 41 2 10606 80506 233 El 0 4.1 2062 3900 234 11 161100 49 3774. 3900. 1600. 1600. 1620. 256 01 4781.0 .0 4756.2 107.0 4746.9 248.0 4786.4 406.0 4784.7 668.0 236 0l 4754.1 708.0 4184.2 797.0 4185.8 688.0 4184.0 932.0 4789.1 944.0 237 01 4759.6 984.0 4186.2 996.0 084.6 1038.0 4783.3 1189.0 4788.3 1348.0 238 01 4788.7 1493.0 4784.1 1649.0 4783.3 1797.0 4782.6 1940.0 4783.0 2029.0 239 08 4782.6 2148.0 4782.2 2311.0 4781.9 2431.0 4782.8 2645.0 1782.6 2677.0 240 0l 4781.1 2177.0 4780.6 2900.0 4780.0 5009.0 4179.7 5089.0 4711.6 3180.0 241 0I 4781.1 8524_0 4781.0 5896.0 4781.8 3742.0 4784.8 3762.0 4784.9 8774.0 242 GI 4777.4 8784.0 4777.1 5827.0 4776.9 3869.0 4777.6 3887.0 4781.8 8099.0 243 01 4782.1 8900.0 4711.4 8966.0 4781.8 4070.0 4782.3 4200.0 4781.6 4340.0 244 Ol 4776.3 4546.0 4776.1 4596.0 4710.9 4486.0 4796.2 4439.0 .0 .0 246 246 IC 0.061 0.080 0.086 0.300 0.600 0.000 0.000 0.000 0.000 0.000 247 82 0 4.1 4886 7239 248 11 162260 18 7116. 7288. 1160. 1160. 1160. 249 Cl 4192. 4620. 4192. 4660. 4788. 4670. 4784.3 4960. 4784. 6660. 260 01 4784. 6990. 4786.0 7060. 4786.0 7106. 4781.8 7116. 4779.9 7151. 261 GI 078. 7226. 4718.2 7239. 4780. 1240. 4790. 7241. 4792. 1280. 262 OR 4794.0 7680. 4796.0 7700. 4798. 7900. 265 1 264 8/19/91 20116168 PAGE 6 266 266 267 268 I1 16250 60 60 6 269 260 SD 0. 1.66 0.6 24 2.6 91 4 4773. 4773.0 261 El 0 4.11 483 7259 262 XI 16254 40 40 4 263 12 1 4786. 4184.0 264 D7 -1 4620. 092. 4660. 4792. 4670. 4788. 0 266 D2 6660 4786 6990 4786 7060 4790 0 266 I2 7112 4796 7116 4797.6 7239 4197.8 0 267 D7 7240 4188 7241 4790 7280 4792 0 268 D7 1680 4194 7700 4796 7900 4798 0 269 270 El 0 4.1 483 7239 271 II 162590 60 60 60 272 1 273 8/19/91 20116068 PAGE 6 274 276 276 11 C0-PEIA-06 277 12 WELD COUNTY PIS 278 13 COCKS L6 POUDIE 11961 IEVISED FLOODWAY 219 280 .11 ICNECI Ill lily 38I1 STT IE11IC 19384 Q USIA Tl 281 282 0 8 0 0 4768.92 288 284 12 IPIOP IPLOT P1905 ISECW I5ECN PI ALLDC IOW CNIII IlIACE 286 286 16 0 -1 287 288 289 290 291 1 292 8/19/91 20,16168 PAGE 7 293 294 296 296 297 7X15 RUN EXECUTED 8/19/01 20117.62 298 '- '`):J t Modified Roughness Simulation Output 35 299 IEC2 RELEASE DATED SEP 88 UPDATED APR 1989 600 301 302 ERROR CORI - 01.02 303 IODIPICATIOI - 804 606 306 307 MOTE- ASTERISK (•) AT LEFT Of CROSS-SECTION NUMBER IIDICATBS JESSAGE II 5UI8A15 DP ERRORS LIST 308 309 310 CACEE LA POUDIE lEVEE RE 611 312 SU81111 PRINTOUT 313 614 616 SECIO VCR 616 317 129630.000 4.88 318 129660.000 5.61 519 520 130980.000 4.22 621 130980.000 6.64 322 525 132030.000 1.62 324 • 132030.000 2.16 526 526 • 133300.000 9.09 527 • 133300.000 8.68 328 529 155550.000 9.09 330 133330.000 8.68 331 332 • 164460.000 1.61 333 • 154460.000 1.79 334 666 • 139690.000 2.94 336 • 169690.000 6.26 337 338 • 146760.000 1.66 559 • 146760.000 2.16 340 541 • 147200.000 8.96 342 147200.000 8.99 343 344 • 148960.000 6.17 346 • .000 6.44 346 347 148960.000 6.00 348 • 148960.000 6.21 649 560 1 361 6/19191 20116.68 PAGE 8 362 665 664 SECIO VCR 566 566 • 149660.000 2.93 567 • 149680.000 3.61 668 669 • 161100.000 7.01 360 • 161100.000 6.46 361 662 162260.000 7.30 666 162260.000 6.71 364 366 162500.000 6.41 366 162500.000 6.47 367 368 • 162640.000 6.10 369 • 162640.000 3.00 370 571 162590.000 3.09 372 162690.000 2.98 373 Modified Roughness Simulation Output 36 374 1 376 8/19/91 20:16168 PAGE 9 376 377 378 379 380 SUME11Y OF ABIOIS AND SPECIAL VOTES 381 382 383 6111110 SECIO= 132030.000 PROFILE= 2 CONVEYANCE CM0NOE OUTSIDE ACCEPTABLE 1110E 384 386 V111110 SEC10= 133300.000 PROFILE= 1 CONVEYANCE C1180E OUTSIDE ACCEPTABLE 1110E 386 VI11110 SECIO= 133300.000 PROFILE= 2 CONVEYANCE CIINOE OUTSIDE ACCEPTABLE 1110E 387 388 VAl8I16 SECIO= 136460.000 PROFILE= 1 CONVEYANCE CM180E OUTSIDE ACCEPTABLE 11100 389 6111110 SECVO= 136460.000 PUPILS= 2 CONVEYANCE 011801 OUTSIDE ACCEPTABLE 1110E 390 391 lllll10 SECIO= 139690.000 PIFILE= 1 CONVEYANCE CMAIOE OUTSIDE ACCEPTABLE 1110E 392 1111110 SECVO= 139690.000 PIOPILE= 2 CONVEYANCE CN1101 OUTSIDE ACCEPTABLE RANCE 393 394 YARNING SECIO= 146760.000 PROFILE= 1 CONVEYANCE CMA10E OUTSIDE ACCEPTABLE 1110E 396 VAl8880 SECIO= 146760.000 PROFILE= 2 CONVEYANCE 09110E OUTSIDE ACCEPTABLE 1110E 396 397 CAUTIOI SECEO= 147200.000 PROFILE= I CIITICIL DEPTH ASSURED 396 CAUTION SECIO= 147200.000 PROFILE= 1 111I101 SPECIFIC EIEIOY 399 400 6111180 SECIO= 148960.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANCE 401 6111210 SECIO= 148960.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E 402 403 6111110 SECIO= 148960.000 PROFILE= 2 COIY ETAICE CHANGE OUTSIDE ACCEPTABLE 1110E 404 406 6111310 51080= 149680.000 110FILE= 1 CONVEYANCE CHANCE OUTSIDE ACCEPTABLE 1110E 406 6115160 SECIO= 149680.000 PROFILE= 2 COIVET110E CNAIOE OUTSIDE ACCEPTABLE 1110E 407 408 6111I10 SECIO= 161100.000 PIOFIt6= 1 COIVETIICE C61101 OUTSIDE ACCEPTABLE IA1OE 409 6011110 SECIO= 161100.000 PIORt6= 2 CDIVETIICE CMANOt OUTSIDE ACCEPTABLE 1110E 410 411 1111110 SECIO= 162340.000 PIORte= 1 CDnEYAICE CNAIOE OUTSIDE ACCEPTABLE PARE 4❑ YA1II10 SECNO= 162340.000 PROFILE= 2 COIVETIICE CHANGE OUTSIDE ACCEPTABLE 1110E 413 414 1 416 8/19/91 20316:68 PACE 10 416 417 418 419 420 FL00DVAT DATA. CACHE LA POUDIE IIVEI IE 421 PIOPILE IO. 2 422 423 FLOODVAY MATER SURFACE ELEYATIOI 424 STATION VIDTM SECTION SEAN WITH WITHOUT DIFFERENCE 426 1111 VELOCITY FLOODWAY FLOODVIY 426 427 428 129630.000 1600. 4647. 3.1 4768.9 4768.3 .6 429 130980.000 2400. 6466. 2.6 4760.6 4769.9 .4 430 132030.000 3300. 6629. 2.2 4762.1 4761.8 .3 431 133300.000 120. 1223. 8.7 4763.8 4763.4 .4 432 133330.000 120. 1224. 8.7 1703.8 4763.4 .4 433 136460.000 2400. 8017. 1.8 4767.4 4767.4 .0 434 139490.000 2200. 4461. 3.3 4769.6 4769.8 -.2 436 146760.000 1900. 6881. 2.1 4776.8 4774.9 .9 436 147200.000 1300. 3673. 4.2 4778.1 4777.3 .8 437 148960.000 1448. 4798. 3.1 4781.1 4180.4 .7 438 148960.000 1448. 4308. 3.6 4781.2 4780.6 .6 439 149680.000 1660. 6424. 2.3 4782.2 4781.3 .9 440 161100.000 1838. 4631. 2.3 4783.8 4782.8 1.0 441 162260.000 2391. 3879. 2.7 4786.4 4786.2 .2 442 162300.000 2406. 4178. 2.6 4186.6 4186.6 .0 443 162340.000 2404. 8970. 1.2 4787.6 4787.6 .0 444 162390.000 2404. 9001. 1.2 4181.6 4187.6 .0 Spectator Area Simulation Output 37 Spectator Area Simulation Output 1 1 • U.S. 1111 CD1P3 OF 184I111615 • 2 • YAT LR SULPIC! ►lD[ILLS • S • 0115101 OP SOPTLUtI 1988 • • 101 MY010L00IC 1101111RI10 C10111 • • 609 SICOID STREIT. SUI11 D • 4 • illOl. 01.02 • E * U►OA7LD1 4 APl1L t9p • * DAVIS. CALI[OINIA 95614-4667 • 6 • LU1 DA7t 8/21/91 111! 21,20.21 • • (911) 764-1104, (916) 661-1748 • 7 8 9 10 11 12 14 14 16 I I 1111111 11[111 Ilxxx 16 1 I I 1 1 1 1 17 1 1 1 X 1 It 1111411 1111 1 10111 11111 I9 I 1 1 X 1 20 X I I I 1 1 21 1 I 111I411 11111 1111111 22 IID OF 8Ae165 23 I 24 8/21/91 21.20.21 PAGE 1 26 24 27 28 7115 l01 Lx6CUTID 8/21/91 21,20,22 29 30 31 N1C2 l0LLASL DATED SIP 88 UP0A1L8 API 1989 32 33 34 ERROR COII - 01.02 l6 IODITICATIO8 - 14 37 38 39 TI CO-[ttl-OS 40 12 WILD COUNTY PIS 41 73 CACM1 LA POUDIE RIM l6YISLD 42 43 31 ICNLCI I00 IIIY IDII S711 117570 MVIIS 0 YSLL PQ 44 46 0 2 0 0 4766.31 46 47 12 IPROT [PLOT PRIM 1SLCY ISICl PI ALLDC IIY COIII ITRACI 48 49 1 0 -1 60 61 62 l3 YAIIAOII COOTS POR SUIYAI7 ►1181067 53 64 200 36 1 26 66 66 16 LIMIT IURSEC ILQULSTLD S1CTI03 1010115 67 68 -10 -10 0 0 0 0 0 0 0 0 69 60 QT 2 13918 13916 61 IC .062 .062 .036 .1 .3 62 fl 6.1 4.1 3000 4600 1 6000 63 11 129630 44 4010. 4276. 1600. 1380. 1640. 44 OR 4770.0 .0 4767.5 116.0 4764.8 216.0 4766.0 340.0 4761.4 473.0 66 DR 4760.E 867.0 4759.7 1132.0 4769.1 1427.0 4768.9 1722.0 4767.3 2022.0 66 01 4757.0 2320.0 4764.9 2410.0 4767.1 2900.0 4756.9 3199.0 4767.0 3497.0 67 OR 4757.6 3792.0 4766.4 3000.0 4717.1 4010.0 4764.9 4100.0 4764.E 4106.0 44 OR 4750.T 4118.0 4749.4 4126.0 4749.2 4146.0 4749.3 4163.0 4749.2 4116.0 69 04 4749.2 4218.0 4749.6 4263.0 4766.1 4276.0 4766.8 4368.0 4767.9 4486.0 70 OR 4747.9 4511.0 4756.9 4597.0 4766.6 4906.0 4766.7 4196.0 4746.2 5488.0 71 01 4766.8 6780.0 4766.9 5800.0 4758.6 6000.0 4767.9 6162.0 4769.0 6664.0 72 0R 4761.6 6966.0 4763.7 7171.0 4768.2 7194.0 4773.1 7376.0 .0 .0 73 !t ,iri + ;t Spectator Area Simulation Output 38 74 KT 2 14066 14066 16 El 0 4.1 2200 4600 76 31 130960 34 3340. 3631. 1100. 1700. 1360. 77 0I 4710.8 .0 4764.0 80.0 4763.3 200.0 4164.6 300.0 4166.8 360.0 78 01 4762.8 380.0 4761.0 600.0 4760.6 760.0 4760.6 1000.0 4760.6 1001.0 79 0l 4769.0 1760.0 4768.2 2400.0 4167.6 3000.0 4767.3 3200.0 4168.6 3340.0 BO 01 4767.5 3346.0 4762.1 6354.0 4160.6 3364.0 4760.6 6390.0 4760.6 3412.0 52 01 4761.0 3436.0 4760.4 6468.0 4161.0 3478.0 4762.6 3496.0 4766.4 3621.0 82 01 4768.6 3631.0 4769.6 3661.0 4768.8 3761.0 4760. 4100. 4760. 4620. 83 GI 4768.9 6235. 4759.5 6150. 4160. 6200. 4163. 6630. 84 I 86 8/21/91 21120.21 9308 2 86 87 88 89 IC 0 0 .062 90 El 0 4.1 1900 6200 91 XI 132030 35 1.0 6960 900. 640. 760 92 0l 4172.8 1.0 4764.6 36.0 4763.4 126.0 4164.9 210.0 4767.3 246.0 93 01 4763.7 260.0 4763.8 313.0 4762.6 366.0 4162.3 640.0 4761.6 646.0 94 OR 4760.8 938.0 4761.1 1230.0 4761.9 1601.0 4760.8 1781.0 4760.8 2076.0 96 08 4760.6 2297.0 4766.0 2606.0 4762.6 2616.0 4762.7 2632.0 4751.2 2668.0 96 01 4761.0 2682.0 4760.4 2603.0 4762.7 2616.0 4768.8 2626.0 4760.6 2161.0 97 0l 4769.2 2966.0 4769.6 3222.0 4760.3 3496.0 4160.3 3791.0 4760.7 4076.0 98 0l 4760.1 6046. 4760.2 6920. 4760. 6146. 4760.0 6620. 4764. 6960. 99 100 Ill2 10619 10619. 101 IC 0.3 0.6 102 [I 6.11 4.11 1643 1763 0 4000 103 II 133300 39 1.0 6200. 1260. 650. 550 104 0l 4172.6 1.0 4769.7 132.0 4767.4 282.0 4766.6 662.0 4166.9 602.0 106 01 4766.2 919.0 4766.0 1069.0 4766.8 1206.0 4768.3 1366.0 4769.1 1493.0 106 0l 4769.4 1643.0 4766.8 1643.1 4163.2 1667.0 4763.4 1612.0 4763.2 1696.0 107 01 4762.8 1126.0 4763.6 1761.0 4767.2 1763.0 4769.4 1763.1 4169.4 2076.0 108 01 4768.0 2331.0 4768.9 2604.0 4764.3 2880.0 4764.0 3162.0 4166.6 3694.0 109 0l 4767.7 3844.0 4768.1 3994.0 4168.4 4000. 4767.3 4160. 4765.1 4350. 110 0l 4764. 4660. 4763.9 4760. 4763.1 4960. 4763.6 6160. 4764.1 6360. 111 01 4763.9 6660. 4763.9 6760. 4766.6 6960. 4767.2 6200. 112 113 58 1.06 1.66 0.4 121. 1.6 1636. 0.76 4156. 4763. 114 11 6.11 1.11 161 1163 0 4000 116 11 133330 30. 30. 30. 116 12 1 4766. 4763.2 111 83 4000. 118 82 -2 0. 4712.6 132. 4769.7 282. 4767.4 119 111 662 4766.6 602 4766.9 919 4766.2 120 81 1069 4166.0 1206 4766.8 1366 4768.3 121 82 1493 4769.1 1643 4769.5 1163 4769.4 122 It 2073 4769.4 2331 4768 2604 4768.9 123 81 2880 4764.3 3162 4163.2 3694 4766.6 124 B7 3844 4767.7 3994 4768.1 0 0 126 126 IC 0.06 0.062 0. 0.3 121 Ot 14312 14312. 128 It 0 4.1 60 3000 129 I1 13645 43 1.0 4318. 410. 1390. 1160 ISO 0l 4768. 1.0 4768.6 26. 4161.6 66.0 4767.2 106.0 4166.4 261.0 161 01 4766. 402.0 4768.3 488. 4766.8 641.0 4766.6 686.0 4765.6 836.0 132 0I 4766. 986.0 4766.3 1276. 4763.8 1426.0 4765.3 1646.0 4163.0 1686.0 133 0l 4763. 1836.0 4763.9 2026. 4763.0 2086.0 4764.4 2226.0 4763.0 2366.0 134 01 4162. 2606.0 4766.6 2636. 4763.8 2120.0 4764.1 2786.0 4764.3 2792.0 136 GI 4761. 2802.0 4167.3 2832. 4766.4 2868.0 4767.3 2868.0 4768.8 2886.0 136 GI 4762. 2901.0 4766.5 2903. 4766.2 3019.0 4766.2 3014.0 4766.2 3223.0 137 OR 4766. 3373.0 4767.1 3625. 4768.3 3638.0 1770.6 3783.0 4771.8 3903.0 138 06 4172. 4063.0 4774.0 4216. 4779.0 4318.0 .0 .0 .0 .0 139 1 140 8/21/9 21120121 9106 3 141 142 143 144 IC 0.060 146 Of 2 14418 14478. 146 [I 6.1 4.1 600 2800 407 4715 141 II 139690 11 1.0 4715.0 1420. 800. 1160 148 0l 4776.6 1.0 4767.6 160.0 4768.3 260.0 4768.2 384.0 4774.1 407.0 Spectator Area Simulation Output 39 149 01 4714.1 416.0 4169.9 490.0 4768.4 606.0 4167.1 660.0 4761.7 661.0 160 0l 4161.6 670.0 4761.2 692.0 4160.1 111.0 4761.2 738.0 4161.3 770.0 161 II 4766.9 784.0 4766.6 088.0 4767.4 1094.0 4767.7 1661.0 4767.6 1676.0 162 05 4768.0 1864.0 4778.4 4904.0 4778.4 2163.0 4778.4 2303.0 4778.4 2375.0 163 01 4769.2 2425.0 4769.3 2918.0 4169.2 3040.0 4770.6 3190.0 4170.1 3330.0 164 OR 4770.4 3470.0 4170.9 3605.0 4771.9 3749.0 4772.8 3876.0 4773.9 4000.0 166 OR 4776.0 4116.0 4776.8 4260.0 4780.2 4890.0 4753.0 4498.0 4786.9 4630.0 156 01 4788.6 4716.0 .0 .0 167 158 IC 0.066 0.066 0.062 169 0T 2 14791 14191 160 El 0 4.1 1400 3300 161 11 146760 37 1.0 3890. 2600. 2660. 2626 162 05 4780.6 1.0 4178.8 80.0 4775.4 176.0 4774.0 380.0 4772.6 480.0 163 01 4771.7 620.0 4772.0 724.0 4770.4 910.0 4710.6 1060.0 4770.6 1210.0 164 GI 4170.8 1360.0 4771.0 1610.0 4771.3 1660.0 4771.4 1794.0 4771.5 1940.0 166 05 4712.1 2076.0 4772.2 2226.0 4772.6 2370.0 4773.0 2610.0 4713.4 2670.0 166 OR 4773.4 2816.0 4773.6 3000.0 4773.2 3012.0 4766.7 3017.0 4764.2 3064.0 167 01 4164.9 3046.0 4766.8 3068.0 4767.3 3086.0 4167.2 3099.0 4772.1 3106.0 165 OR 4774.2 3110.0 4773.9 3261.0 4172.7 3391.0 4776.6 3460.0 4771.3 3671.0 169 OR 4779.7 3716.0 4782.1 3890.0 170 111 IC 0.066 0.055 0.036 0.1 0.3 172 01 2 14862 14862 173 6T 0 4.1 2500 6800 174 II 147200 43 3460. 3643. 1680. 1400. 1440. 176 OR 4730.6 .0 4778.9 160.0 4778.9 310.0 4119.1 460.0 4778.9 696.0 116 OR 4777.9 750.0 4776.6 897.0 4776.0 1048.0 4774.1 1196.0 4776.0 1360.0 177 01 4777.1 1600.0 4776.7 1660.0 4777.3 1806.0 4777.2 1926.0 4777.9 2070.0 175 OR 4776.5 2190.0 4776.8 2340.0 4776.0 2480.0 4776.7 2638.0 4776.6 2780.0 179 OR 4776.2 2934.0 4776.9 3036.0 4774.0 3193.0 4771.1 3360.0 4776.1 3450.0 180 0l 4775.5 3462.0 4773.0 3468.0 4768.6 3481.0 4766.9 3606.0 4767.3 3620.0 181 01 4768.6 3627.0 4768.9 3660.0 4776.1 3662.0 4776.3 3563.0 4714.0 3564.0 182 01. 4176.8 3689.0 4776.8 3803.0 4776.8 6863.0 4776.3 4646.0 4776.3 4676.0 183 OR 4777.0 4775.0 4783.1 4876.0 4784.6 4916.0 184 186 IC 0.052 0.046 186 II 0 4.1 2200 3648 187 11 148960 60 3410. 3674. 1330. 1440. 1160. 188 0l 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 250.0 4783.0 350.0 189 OR 4782.1 460.0 4781.6 620.0 4782.1 607.0 4779.3 110.0 4771.2 794.0 190 OR 4778.9 846.0 4778.6 972.0 4778.3 1080.0 4778.6 1216.0 4778.6 1362.0 191 01 4778.9 1600.0 4779.2 1630.0 4719.6 1780.0 4779.1 1866.0 4779.1 1910.0 192 GI 4779.1 2060.0 4179.6 2210.0 4779.7 2360.0 4718.6 2510.0 4779.1 2660.0 193 OR 4777.8 2810.0 4717.1 2960.0 4776.8 3110.0 4178.3 3290.0 4778.8 3380.0 194 01 4780.7 3469.0 4780.7 3470.0 4769.0 3470.1 4769.0 3477.6 4169.0 3417.6 196 0l 4769.0 3566.5 4769.0 3673.9 4779.6 3674.0 4779.8 3606.0 4778.8 8610.0 196 05 4779.0 3701.0 4179.2 3880.0 4780.4 3965.0 4181.8 4116.0 4781.6 4266.0 197 1 198 8/11/91 21120,21 PAGE 4 199 200 201 01 4762.3 4410.0 4783.3 4664.0 4784.1 4766.0 4789.3 4930.0 4799.2 4968.0 202 203 87 0 4.1 2200 3648 204 11 148960 60 3470. 3574. 10. 10. 10. 205 01 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 260.0 4783.0 350.0 206 05 4782.1 460.0 4781.6 620.0 4782.1 601.0 4779.3 710.0 4777.2 794.0 207 01 4778.9 866.0 4778.6 972.0 4778.3 1080.0 4778.6 1215.0 4778.6 1352.0 208 01 4778.9 1600.0 4179.2 1630.0 4779.5 1780.0 4779.1 1866.0 4779.1 1910.0 209 08 4779.1 2060.0 4779.6 2210.0 4779.7 2360.0 4778.5 2510.0 4779.1 2660.0 210 OR 4771.8 2810.0 4771.1 2960.0 4776.8 3110.0 4178.3 3290.0 4778.8 3380.0 211 01 4780.7 3469.0 4780.7 3470.0 4776.9 3470.1 4716.9 3477.5 4176.9 3477.6 212 01 4776.9 3666.6 4776.9 3673.9 4719.6 3674.0 4779.8 3606.0 4718.8 3610.0 213 OR 4779.0 3701.0 4779.2 3880.0 4780.4 3966.0 4181.8 4116.0 4781.6 4266.0 214 01 4782.3 4410.0 4783.3 4664.0 4784.1 4755.0 4789.3 4930.0 4199.2 4968.0 216 216 92 2 14980 14980. 217 82 0 4.1 2160 3800 218 01 149680 66 3470. 3645. 600. 600. 620. 219 OK 4791.0 .0 4788.2 100.0 4786.6 200.0 4764.4 250.0 4783.0 360.0 220 OR 4782.1 450.0 4781.6 620.0 4782.1 607.0 4779.3 710.0 4777.2 794.0 221 01 4778.9 866.0 4778.6 972.0 4778.8 1080.0 4778.6 1216.0 4778.6 1362.0 222 01 4778.9 1600.0 4779.2 1630.0 4779.6 1780.0 4779.1 1866.0 4179.1 1910.0 223 05 4779.1 2040.0 4779.6 2210.0 4779.7 2360.0 4778.5 2610.0 4779.1 2660.0 0.'")(I 7 'Th I j 4..•r Spectator Area Simulation Output 40 224 01 4777.8 2810.0 4777.1 2960.0 4176.8 5110.0 4718.6 5290.0 4778.8 3380.0 226 0l 4781.4 3470.0 4781.4 3470.0 4778.0 5498.0 4716.8 3498.1 4177.2 5556.0 226 0l 4775.7 5556.1 4771.5 5666.0 4178.8 3666.1 4777.4 5691.0 4176.8 6697.1 227 0l 4776.6 3614.0 4771.5 3630.0 4175.3 5660.1 4181.6 3645.0 079.8 8646.1 228 0l 4778.8 3645.5 4779.0 3736.0 4179.2 5916.0 4780.4 4000.0 4181.8 4160.0 229 01 4781.6 4297.0 4782.3 6446.0 4185.6 4699.0 4784.1 4790.0 4789.5 4966.0 230 0I 4799.2 6005.0 .0 .0 .0 .0 .0 .0 .0 .0 231 232 6C 0.062 0.100 233 DT 2 10606 10606 234 8T 0 4.1 2062 3900 235 II 161100 49 5714. 3900. 1600. 1500. 1620. 236 0l 4787.0 .0 4786.2 107.0 4186.9 248.0 4786.4 406.0 4784.7 668.0 237 01 4784.8 108.0 4184.2 197.0 4185.8 885.0 4784.0 982.0 4189.1 944.0 288 05 4189.6 984.0 4785.2 996.0 4184.6 1068.0 4783.3 1189.0 4185.8 1348.0 239 0l 4783.1 1493.0 4784.1 1649.0 4785.5 1797.0 4785.5 1940.0 4783.0 2029.0 240 0I 4782.6 2148.0 4782.2 2311.0 4781.9 2461.0 4782.3 2645.0 4182.6 2617.0 241 01 4781.1 ]777.0 4780.5 2900.0 4180.0 3009.0 4719.7 6052.0 4781.6 6180.0 242 01 4781.1 3324.0 4781.0 8596.0 4781.8 3742.0 4184.8 8162.0 4784.9 6714.0 243 01 4777.4 6184.0 4717.1 3827.0 4775.9 3869.0 4717.6 3887.0 4181.8 3899.0 244 01 4782.1 3900.0 4781.4 3965.0 4181.8 4070.0 4782.3 4200.0 4701.6 4340.0 246 01 4776.3 4346.0 4715.7 4395.0 4180.9 4486.0 4796.2 4439.0 .0 .0 246 247 6C 0.061 0.080 0.066 0.300 0.600 0.000 0.000 0.000 0.000 0.000 248 ET 0 4.1 4836 7259 249 61 162260 18 7116. 7239. 1160. 1160. 1160. 260 0I 4792. 4620. 4792. 4660. 4788. 4510. 4784.3 4960. 4784. 5560. 261 01 4784. 6990. 4786.0 7060. 4786.0 7106. 4781.5 1115. 4779.9 7161. 262 01 4715. 1226. 4773.2 7259. 4788. 7240. 4190. 7241. 4792. 7280. 265 0l 4794.0 7630. 4796.0 7700. 4798. 7900. ]64 1 266 8/21/91 21,20121 PACE 6 266 267 268 269 51 16250 60 60 5 260 261 II 0. 1.66 0.6 24 2.6 91 4 4773. 4715.0 262 ET 0 4.11 483 7239 263 II 16264 40 40 4 264 12 1 4185. 4784.0 266 DT -1 4620. 4792. 4560. 4792. 4670. 4788. 0 266 87 5660 4786 6990 4786 7050 4790 0 267 87 7112 4796 7116 4797.6 1259 4197.8 0 268 IT 1240 4188 7241 4790 1280 4792 0 269 IT 1660 4194 7100 4796 1900 4798 0 270 211 81 0 4.1 483 7239 212 I1 162590 60 60 60 276 1 274 8/21/91 21120,21 PACE 6 216 276 277 71 CD-PE11-05 278 72 VELD E0UITY I'S 279 73 CICIE LA PDU088 RIVER REVISED IL00DVIY 280 281 11 ICNECI IID IIIV IDII STIT IETIIC EVI'S 0 VSEL PD 282 ]86 0 3 0 0 4768.92 284 286 32 IP10P 'PLOT PIPES 'SECT 15808 71 ILLDC I89 CHILI I785C1 286 287 16 0 -1 288 289 290 291 292 1 293 8/21/91 21320121 PAVE 7 294 296 296 297 298 1815 1321 11LEU1ED 8/21/91 21,21147 Spectator Area Simulation Output 41 299 300 XIC2 RELEASE DATED SEP 88 UPDATED API 1909 801 302 303 6lIDE C0II - 01.02 304 I0DIPICATI0I - 305 606 307 808 MOTE- ASTERISK (6) Al LEFT OF CRASS-SE0TI0I IU1811 IIDICATES 1855!0E II SUIIAl7 OP 111015 LIST 809 610 611 CICXE LA POUD05 JIVER lE 312 313 SUIOI1 91I010UT 814 815 816 SECI0 9CX 317 818 129680.000 4.88 319 129660.000 6.61 320 621 180980.000 6.22 322 180980.000 5.64 323 324 162060.000 1.62 325 • 132030.000 2.16 826 327 • 188800.000 9.09 328 * 133300.000 8.68 629 330 133330.000 9.09 331 133330.000 8.68 332 333 • 186460.000 1.61 334 • 186460.000 1.79 335 336 • 189690.000 8.88 337 • 189690.000 3.83 338 339 • 145760.000 1.58 340 • 145760.000 2.09 341 342 • 147200.000 8.98 343 • 147200.000 9.11 344 846 * 148960.000 6.18 346 • 148960.000 6.41 347 648 148940.000 6.01 349 • 148960.000 6.19 860 861 1 662 8/21/91 21.20121 PAGE 8 353 864 866 51010 9CX 866 867 • 149680.000 2.93 358 • 149680.000 8.61 359 360 • 161100.000 7.01 361 • 161100.000 6.46 362 363 152250.000 7.80 364 162260.000 6.71 666 366 162800.000 6.41 367 162800.000 6.47 868 669 • 162640.000 3.10 370 • 162640.000 3.00 671 372 162590.000 3.09 373 152390.000 2.98 Spectator Area Simulation Output 42 374 376 1 376 8/]1/91 21820,21 377 PAGE 9 378 379 380 381 SU88A1Y OF Ell01S IND SPECIAL TOTES 382 383 384 BALE11G SECIO= 132030.000 PROFILE= 2 CONVEYANCE CRAM OUTSIDE ACCEPTABLE IIIGE 386 386 YAl1II0 SECIO= 133300.000 PROFILE= 1 CONVEYAICE CNIIOE OUTSIDE ACCEPTABLE IAIOE 381 LII8I10 SECIO= 133300.000 PUPILS= 2 CONVEYANCE LUNGE OUTSIDE ACCEPTABLE RANGE 388 389 8A11I10 SECIO= 136460.000 PROFILE= 1 COIVETABCE CRAIG! OUTSIDE ACCEPTABLE RANGE 390 BARBING SECIO= 136460.000 PROFILE= 2 COIVEYANCE CNAIGE OUTSIDE ACCEPTABLE RAIOE 391 392 LAIIIIO SECIO= 139690.000 PROFILE= 1 CONVEYANCE CIIIOE OUTSIDE ACCEPTABLE RANGE 393 YARNING UCH= 139690.000 PROFILE= 2 COBYETAICE CNIIOE OUTSIDE ACCEPTABLE 11106 394 396 WARMING SECBO= 146760.000 Mine 1 CONVEYANCE CRINGE OUTSIDE ACCEPTABLE RANGE 396 VNNNNN0 SECIO= 146760.000 PROFILE= 2 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE PAIGE 397 398 CAUTION SECIO= 147200.000 PROFILE= 1 CRITICAL DEPT) ASSUIED 399 CAUTION SECII 147200.000 PROFILE= 1 111I101 SPECIFIC ENERGY 400 0111I10 SEC10= 147200.000 PIOFILE= 2 CONVEYANCE CRAIG! OUTSIDE ACCEPTABLE RANGE 401 102 YARNING SECIO= 148960.000 PIOFILE= 1 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE RANGE 403 KILNING SECIO= 148960.000 PIOFILE= 2 COIYEYAICE CNAIGE OUTSIDE ACCEPTABLE RANGE 404 106 YAIIII0 SECIO= 148960.000 PROFILE= 2 CONVEYANCE CRINGE OUTSIDE ACCEPTABLE RANGE 406 407 YARNING SECIO= 149680.000 PIOPILE= 1 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE 1110E 408 BIASING SECIO= 149680.000 PROFILE 2 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE SINGE 409 410 YAl1II0 SECIO= 161100.000 PROFILE= 1 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE 1110E 411 8111110 SECRO= 161100.000 PROFILE 2 CONVEYANCE CNAIGE OUTSIDE ACCEPTABLE RIFLE 412 413 YA1I1I0 SECIO= 162340.000 PROFILE= 1 COIVEYAICE CHANGE OUTSIDE ACCEPTABLE RANGE 414 8111I10 SECID- 162340.000 PIOPILE= 2 COIYETAICE CNABOE OUTSIDE ACCEPtABLE RANGE 416 416 1 417 8/21/91 21120121 418 PAGE 10 419 420 421 422 PLOODBAT DATA. CLONE LI POODLE RIVER 11 423 PIOFILE AO. 2 424 426 FLOODLIT BITER SUIPACE ELEVATION 426 STATION YIDTX SECTION IEAI BIT1 WITHOUT DIPFEIEICE 427 AREA VELOCITY FLOODVAY FLOODLIT 428 429 430 129630.000 1600. 4647. 3.1 4768.9 4768.3 .6 431 130980.000 2400. 6466. 2.6 4760.6 4769.9 .6 432 132030.000 3300. 6629. 2.2 4762.1 4761.8 .3 433 133300.000 120. 1223. 8.7 4763.8 4783.4 .4 434 133330.000 120. 1224. 8.7 4763.8 4163.4 .4 436 136460.000 2400. 8017. 1.8 4767.4 4761.4 .0 436 139690.000 2200. 3781. 3.8 4769.7 4769.9 -.2 431 146760.000 1900. 7073. 2.1 4776.9 4774.9 1.0 438 147200.000 1300. 3626. 4.2 4778.1 4777.4 .7 439 148960.000 1448. 4818. 3.1 4781.1 4780.4 .7 440 148960.000 1448. 4326. 3.4 4781.2 4780.6 .6 441 149680.000 1860. 6432. 2.3 4782.2 4781.3 .9 442 161100.000 1838. 4632. 2.3 4783.8 4782.8 1.0 443 162260.000 2392. 3880. 2.7 4786.4 4786.2 .2 444 162300.000 2406. 4178. 2.6 4786.6 4786.6 .0 446 162340.000 2404. 8970. 1.2 4787.6 4787.6 .0 446 162390.000 2404. 9001. 1.2 4787.6 4787.6 .0 Construction Conditions Output 43 Construction Conditions Output VAT 1 UIFICE P OPILES • • U.S. ALIT CORPS OF EIOIIMRS • VEX ID OF SEPT 1861 1988 • • 2114 XTDIOLOGIC EIGIIEEIII4 CERTR • 611 II 01.02 • • 609 SECOND STIEET, SUITE D • UPD TB 1 4 API L 1989 • • DAVIS, CALIFOIIIA 96616-4687 • WI Di I 2/ 2/92 TIRE 98178 0 • • (916) 766-1104. (916) 661-1748 • 111111 XXIII XXIII X 1 1 1 XXXIX XXX XXIII XXXII X X XXXXXX XXXII XXIIIXI ID Of BA III / 2/92 9,17, 0 PAGE 1 XIS RU1 EXECUTED 2/ 2/92 9117. 0 EC2 IELEASE DATED SEP 88 UPDATED API 1989 lilt CORI - 01.02 ODIFICATIOI - 1 60-PE1A-06 2 WELD COUITY PIS 3 CACHE LI POODIE IIVES REVISED 1 ICXECI III II1V IOU Sill IET1IC XVIIS I VIEL IQ 2 0 0 4768.31 2 IPlO1 IPLOT P870S 1SECY XSECI FR ILLDC III CXIII ITIAC1 0 -1 3 011I1811 CODES FOR SCRIM P1ILTOUT 00 38 76 6 VIII IUISEC EE QUESTED SECTION IURIERSvu•••• 10 -10 0 0 0 0 0 0 0 0 IT 2 13918 16918 IC .062 .062 .036 .1 .3 ET 6.1 4.1 3000 4600 1 6000 E1 129630 44 4010. 4276. 1600. 1380. 1640. 41 4770.0 .0 4767.8 116.0 4766.8 216.0 4766.0 340.0 4761.4 673.0 01 4760.5 867.0 4769.7 1132.0 4769.1 1427.0 4768.9 1722.0 4767.3 2022.0 01 4767.0 2320.0 4756.9 2610.0 4767.1 2900.0 4756.9 3199.0 4767.0 3497.0 GI 4767.6 6792.0 4766.4 3900.0 4767.1 4010.0 4754.9 4100.0 4764.6 4108.0 61 4760.7 4118.0 4749.6 4128.0 4749.2 4146.0 4749.3 4163.0 4749.2 4186.0 01 4749.2 4218.0 4749.6 4263.0 4766.1 4276.0 4766.8 4368.0 4767.9 4486.0 41 4767.3 4611.0 4766.9 4697.0 4766.6 4906.0 4766.7 6196.0 4766.2 6488.0 01 4766.8 6780.0 4766.9 6.00.0 4768.6 6000.0 4767.9 6362.0 4769.0 6664.0 GI 4761.6 6966.0 4763.7 7171.0 4768.2 7194.0 4773.1 7376.0 .0 .0 IT 2 14066 14066 ET 0 4.1 2200 4600 X1 130900 34 3340. 3631. 1100. 1700. 1360. 01 4770.8 .0 4764.0 80.0 4763.3 200.0 4764.6 300.0 4766.8 360.0 OI 4762.8 380.0 4761.0 600.0 4760.6 760.0 4760.6 1000.0 4760.6 1001.0 01 4769.0 1160.0 4768.2 2400.0 4767.6 3000.0 4767.3 3200.0 4768.6 3340.0 Cl 4767.6 3346.0 4762.1 3364.0 4760.6 3364.0 4760.6 3390.0 4760.6 3412.0 01 4761.0 3416.0 4760.6 3468.0 4761.0 3478.0 4762.6 3495.0 4766.4 3521.0 01 4768.6 3631.0 4769.6 3631.0 4758.8 3761.0 4760. 4100. 4760. 4620. 0l 4768.9 6236. 4769.6 6160. 4760. 6200. 4763. 6630. 1 2/ 2/92 91177 0 PAGE 2 IC 0 0 .062 El 0 4.1 1900 6200 X1 132030 35 1.0 6960 900. 640. 760 Cl 4772.8 1.0 4764.6 36.0 4763.4 126.0 4764.9 210.0 4767.3 246.0 GI 4763.7 260.0 4763.8 313.0 4762.6 366.0 4762.3 390.0 4761.6 666.0 OIL 4760.8 938.0 4761.1 1230.0 4761.9 1601.0 4760.8 1787.0 4760.8 2076.0 GI 4760.6 2297.0 063.0 2606.0 4762.6 2616.0 4762.7 2632.0 4761.2 2668.0 0R 4761.0 2582.0 4760.4 2603.0 4762.7 2616.0 4768.8 2626.0 4760.6 2761.0 GI 4769.2 2966.0 4769.6 3222.0 4760.3 3496.0 4760.3 3791.0 4760.7 4076.0 01 4760.1 6046. 4760.2 6920. 4160. 6146. 4760.0 6620. 4764. 6960. IT 2 10619 10619. IC 0.3 0.6 Et 6.11 4.11 1643 1763 0 4000 X1 133300 39 1.0 6200. 1260. 660. 660 }/-.fin 0<Af, n. yam: Construction Conditions Output 44 OR 4772.6 1.0 4769.7 132.0 4767.4 282.0 4766.6 662.0 4766.9 602.0 GI 4766.2 919.0 4766.0 1069.0 4766.8 1206.0 4768.8 1866.0 4769.1 1493.0 68 4769.4 1643.0 4766.8 1643.1 4768.2 1667.0 4768.4 1672.0 4753.2 1698.0 01 4762.8 1726.0 4753.6 1751.0 4767.2 1763.0 4769.4 1768.1 4769.4 2073.0 GI 4768.0 2331.0 4768.9 2604.0 4764.3 2880.0 4764.0 3162.0 4766.6 8694.0 01 4767.7 3844.0 4768.1 3994.0 4768.4 4000. 4767.3 4150. 4766.1 4860. OR 4164. 4660. 4763.9 4760. 4763.7 4960. 4763.6 6160. 4764.1 060. OR 4763.9 6660. 4768.1 6760 4766.6 6960. 4767.2 6200. 88 1.06 1.66 0.4 ❑1. 1.6 1633. 0.75 4768. 4753. 87 6.11 4.11 164 1768 0 4000 01 133330 30. 30. 90. 12 1 4766. 4763.2 13 4000. 81 -2 0. 012.6 132. 4769.7 282. 4767.4 87 662 4766.6 602 4766.9 919 4766.2 87 1069 4766.0 1206 4766.8 1866 4768.3 81 1493 4769.1 1648 4769.6 1763 4769.4 17 2078 4769.4 2881 4765 2604 4768.9 87 2880 4764.3 3162 4768.2 3694 4766.6 97 3844 4767.7 3994 4768.1 0 0 IC 0.06 0.062 0. 0.3 07 14312 14612. 87 0 4.1 60 3000 11 18646 43 1.0 4318. 470. 1390. 1160 08 4768. 1.0 4768.6 26. 4767.6 66.0 4767.2 106.0 4766.4 261.0 01 4766. 402.0 4768.8 488. 4766.8 641.0 4766.6 686.0 4766.6 886.0 01 4766. 986.0 4765.3 1276. 4768.8 1426.0 4763.3 1646.0 4768.0 1686.0 01 4768. 1886.0 4763.9 2026. 4763.0 2086.0 4764.4 2226.0 4768.0 2866.0 01 4762. 2506.0 4766.6 2686. 4763.8 2720.0 4764.1 2786.0 4764.8 2792.0 OR 4757. 2809.0 4757.3 2832. 4766.4 2858.0 4767.3 2868.0 4758.8 2886.0 OR 4762. 2901.0 4766.5 2903. 4766.2 8019.0 4746.2 3074.0 4766.2 3223.0 01 4766. 3373.0 4767.1 8628. 4768.8 3638.0 4770.6 8788.0 4771.8 3903.0 01 4772. 4053.0 4774.0 4216. 4779.0 4318.0 .0 .0 .0 .0 1 2/ 2/92 9117, 0 9106 3 11 187000 30 1.0 8766.4 835. 656. 1068 OR 4772.0 1.0 4768.8 30.2 4768.0 46.6 4766.9 60.6 4767.4 186.6 01 4767.6 286.6 4766.5 339.9 4767.1 367.5 4769.8 390.0 4769.6 426.0 01 4760.0 433.0 4761.8 460.0 4762.2 499.2 4766.6 624.2 4766.1 666.0 OK 4766.6 612.6 4764.6 700.4 4766.6 806.9 4765.5 922.3 4766.7 1019.5 08 4766.2 1149.6 4766.7 1276.8 4764.3 1461.6 4764.7 1609.0 4764.4 1771.6 01 4764.6 1948.4 4184.0 1970 4783 2198 4766.4 2213.0 4768.6 2989.7 OR 4770.9 3766.4 11 187100 42 1.0 3700.0 292 278 618 01 4174.0 1.0 4766.1 86.0 4762.6 43.0 4762.7 66.0 4767.7 62.6 GI 4767.6 111.6 4168.1 161.0 4766.2 181.6 4766.1 278.0 4766.6 348.2 OR 4766.1 871.1 4769.9 896.4 4760.4 432.4 4762.7 449.4 4767.2 464.4 01 4766.6 680.2 4168.9 608.6 4766.1 686.9 4762.9 698.8 4766.0 746.1 01 4766.6 831.0 4766.6 966.8 4766.7 1071.6 4766.6 1196.3 4766.6 1818.6 GI 4766.6 1482.7 4766.4 1609.9 4766.3 1742.9 4766.9 1869.3 4766.9 2027.7 01 4767.2 2166.6 4766.8 2194.9 4766.9 2277.7 4766.8 2326.1 4766.6 2438.5 01 4766.6 2497.4 4768.6 2699.0 4769.3 2662.7 4767.0 2670.7 4768.1 2684.3 OR 4768.2 2871.1 4771.0 3700.0 O7 2 14478 14478. ET 6.1 4.1 600 2800 407 4716 11 139490 39 1.0 4116.0 247 239 261 OR 4776.6 1.0 4767.6 160.0 4768.3 260.0 4768.2 384.0 4774.1 407.0 GI 4774.1 416.0 4769.9 490.0 4768.4 606.0 4767.1 660.0 4767.7 661.0 01 4761.6 670.0 4761.2 692.0 4760.7 711.0 4761.2 738.0 4761.3 770.0 OR 4766.9 784.0 4766.6 888.0 4767.4 1094.0 4767.1 1667.0 4767.6 1616.0 01 4768.0 1816.0 4768.4 2071.0 4768.4 2866.0 1769.2 2646.0 4769.8 2918.0 01 4769.2 3040.0 4770.6 3190.0 4770.1 3330.0 4770.4 8470.0 4770.9 3605.0 OR 4771.9 3749.0 4772.8 3875.0 4778.9 4000.0 4776.0 4116.0 4776.8 4260.0 01 4780.2 4390.0 4788.0 4498.0 4786.9 4630.0 4788.6 4716.0 .0 .0 51 189700 39 1.0 3264.7 196 199 191 OR 4776.6 1.0 4774.6 44.9 4772.8 110.6 4771.2 209.6 4749.6 281.9 OR 4766.2 295.2 4770.1 313.3 4761.7 364.9 4761.6 390.0 4761.4 431.2 0l 4164.1 466.2 4769.7 474.7 4766.9 489.0 4766.8 544.2 4766.8 613.8 0l 4761.4 697.1 4779.8 811.0 4779.1 886.6 4767.6 916.8 4769.8 923.7 Ol 4768.1 976.1 4168.0 1120.7 4767.9 1271.9 4768.1 1470.3 4767.6 1682.8 01 4767.7 1622.3 4770.6 1716.9 4770.4 1899.6 4766.9 1962.3 4766.6 2027.9 01 4766.2 2602.3 4767.8 2669.1 4766.8 2736.3 4768.6 2811.1 4768.9 2986.9 OR 4767.9 2974.3 4769.7 8146.6 4771.1 1187.6 4769.4 3264.7 01 169800 33 1.0 6669.6 214 212 216 01 4778.1 1.0 4776.0 88.0 4774.2 148.9 4772.6 217.8 4766.9 236.8 Construction Conditions Output 45 GI 4169.9 268.1 4164.1 291.4 4161.1 309.9 4741.7 346.6 4764.0 376.6 al 4768.7 406.9 4764.7 438.3 4746.2 496.8 4766.6 573.0 4766.8 681.4 It 4761.3 716.6 4768.0 784.0 4768.4 812.0 4814.5 890 4769.2 1001.1 01 4768.6 1162.6 4768.0 1301.6 4768.6 1462.8 4167.4 1612.1 4166.4 1642.0 01 4166.7 2213.0 4769.1 2243.6 4767.3 2766.8 4768.6 2946.3 4769.0 3107.3 GI 4749.6 3254.9 4770.7 3420.2 4711.6 3639.6 1 2/ 2/92 9,170 0 PAGE 4 11 139900 33 1.0 3449.1 470 618 166 OR 4172.1 1.0 4766.7 36.1 4761.7 62.0 4161.8 87.7 4741.3 160.4 0I 4768.6 116.1 4769.8 227.8 4768.9 800.1 4769.3 349.0 4749.7 415.0 GI 4769.7 648.6 4769.8 649.0 4769.7 102.2 4814.5 786 4774.1 130.3 at 4770.9 1078.7 4168.3 1126.8 4765.6 1220.3 4766.4 1875.0 4768.3 1896.4 at 4149.7 1926.0 4769.0 1967.6 4768.6 2094.7 4768.8 2197.0 4769.4 2316.7 OR 4785.3 2537.4 4768.4 2710.3 4768.8 2832.4 4169.1 3013.8 4769.6 3164.7 OR 4770.7 3174.6 4710.6 3319.1 4771.8 3449.1 IC 0.066 0.066 117 2 14791 14791 El 0 4.1 1400 3300 21 146760 37 1.0 6890. 2300. 2600. 2360. Ol 4180.6 1.0 4178.8 80.0 4776.4 176.0 4774.0 830.0 4712.6 480.0 It 4771.7 620.0 4772.0 724.0 4770.4 910.0 4770.6 1060.0 4770.6 1210.0 O8 4770.8 1360.0 4771.0 1610.0 4171.3 1660.0 4711.4 1794.0 071.6 1940.0 01 4772.1 2076.0 4772.2 1226.0 4772.6 2370.0 4173.0 2520.0 4773.4 2670.0 GI 4773.4 2816.0 4773.6 8000.0 073.2 3012.0 4766.7 3017.0 4764.2 3034.0 al 4764.9 3046.0 4166.8 6068.0 4767.3 3086.0 4761.2 3099.0 4772.1 3105.0 Ol 4774.2 3110.0 4773.9 3261.0 4772.7 33960 4776.6 3430.0 4777.3 3671.0 OR 4779.7 3716.0 4782.1 3890.0 IC 0.066 0.066 0.036 0.1 0.3 01 2 14862 14862 El 0 4.1 2600 3800 11 147200 43 3460. 3663. 1680. 1400. 1440. al 4780.6 .0 078.9 140.0 4718.9 310.0 4779.1 460.0 4778.9 696.0 01 4777.9 760.0 4776.6 897.0 4776.0 1048.0 4776.1 1196.0 4776.0 1350.0 0l 4777.1 1600.0 4776.7 1660.0 4771.3 1806.0 4777.2 1925.0 4777.9 2070.0 0I 4776.6 2190.0 4776.8 2340.0 4176.0 2480.0 4716.7 2638.0 4176.6 2780.0 01 4776.2 2934.0 4176.9 3036.0 4776.0 3193.0 4717.1 3350.0 4716.1 3460.0 Ol 4776.6 3462.0 4173.0 3468.0 4768.6 3481.0 4166.9 3506.0 4767.3 3620.0 al 4768.6 3527.0 4768.9 3660.0 4776.1 3662.0 4776.3 3663.0 4774.0 3664.0 OR 4775.8 3689.0 4716.8 3803.0 4776.8 3863.0 4174.3 4646.0 4776.3 4676.0 OR 4717.0 4776.0 4783.1 4816.0 4784.6 4976.0 IC 0.062 0.046 El 0 4.1 2100 3648 I1 148950 60 3470. 3614. 1330. 1440. 1760. at 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 260.0 4783.0 350.0 01 4182.1 450.0 4781.6 520.0 4782.1 607.0 4779.3 710.0 4777.2 194.0 01 4778.9 866.0 4718.6 972.0 4178.3 1080.0 4178.6 1216.0 4778.6 1362.0 GI 4718.9 1600.0 4779.2 1630.0 4779.6 1780.0 4119.1 1866.0 4779.1 1910.0 GI 4779.1 2060.0 4779.6 2210.0 4719.1 2360.0 4778.6 2610.0 079.1 2660.0 GI 4777.8 1810.0 4171.1 2960.0 4716.8 3110.0 4778.3 3290.0 4778.8 3380.0 OR 4780.7 8469.0 4780.7 3470.0 4769.0 3470.1 4769.0 3477.5 4769.0 3477.6 It 4169.0 3666.6 4769.0 3573.9 4779.6 8574.0 4179.8 3605.0 4778.8 3610.0 OR 4779.0 3701.0 4779.2 3880.0 4780.4 3966.0 4781.8 4116.0 081.4 4266.0 II 082.3 4410.0 4783.3 4664.0 4784.1 4766.0 4789.3 4930.0 4799.2 4968.0 1 2/ 1/92 90170 0 1710E 6 C7 0 4.1 2200 3648 11 148960 60 3470. 3574. 10. 00. 10. OR 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 260.0 4783.0 360.0 01 4782.1 460.0 4781.6 620.0 4782.1 607.0 4779.3 710.0 4777.2 794.0 G1 4778.9 866.0 4778.6 912.0 4778.3 1080.0 4778.6 1316.0 4778.6 1352.0 GI 4778.9 1600.0 4779.1 1630.0 4179.6 1780.0 4779.1 1866.0 4779.1 1910.0 al 4779.1 2060.0 4779.6 2210.0 4779.7 2360.0 4778.6 2610.0 4779.1 2660.0 01 4177.8 2810.0 4771.1 2940.0 4776.8 3110.0 4778.3 3290.0 4178.8 3380.0 01 4780.7 3469.0 4780.7 3470.0 4775.9 3470.1 4776.9 3477.6 4775.9 3417.6 01 4776.9 3666.6 4776.9 3613.9 4779.6 3674.0 4779.8 3606.0 4718.8 3610.0 01 4779.0 3101.0 4779.2 3880.0 4780.4 3965.0 4781.8 4116.0 4781.6 4266.0 Ol 4782.3 4410.0 4783.3 4664.0 4784.1 4166.0 4789.3 4930.0 4799.2 4968.0 Gt 2 14980 14980. El 0 4.1 2150 3800 11 149580 66 3470. 3646. 600. 400. 620. 01 4791.0 .0 4788.2 100.0 4786.6 200.0 4784.4 260.0 4783.0 360.0 41 4782.1 460.0 4781.6 620.0 4782.1 607.0 4779.3 710.0 4777.2 794.0 al 4778.9 866.0 4778.6 912.0 4778.3 1080.0 4778.6 1216.0 4778.6 1362.0 It 4778.9 1500.0 4779.2 1630.0 4779.5 1780.0 4779.1 1866.0 4779.1 1910.0 Construction Conditions Output 46 II 47]9.1 2060.0 4779.6 2210.0 4179.7 2360.0 47]8.6 2610.0 4771.1 2660.0 GI 4777.8 2810.0 4}77.1 2960.0 4776.8 3110.0 4778.3 3290.0 4718.8 3380.0 01 4781.4 34]0.0 4781.4 3470.0 4718.0 3498.0 4776.8 3498.1 4777.2 3636.0 01 4773.7 3635.1 4777.6 3566.0 4713.8 3666.1 4777.4 3697.0 4773.8 369).1 01 4776.6 3614.0 4777.6 3630.0 4776.3 3630.1 4781.6 3646.0 4779.3 3645.1 01 47)8.8 3645.5 4779.0 3736.0 4779.2 3916.0 4780.4 4000.0 4781.8 4160.0 01 4781.6 4297.0 4782.3 4446.0 4783.3 4699.0 4784.1 4790.0 4789.3 4966.0 01 4799.2 6003.0 .0 .0 .0 .0 .0 .0 .0 .0 IC 0.062 0.100 UT 2 10606 10606 67 0 4.1 2062 3900 11 161100 49 3774. 3900. 1500. 1600. 1620. OI 4787.0 .0 4786.2 10).0 4786.9 248.0 4786.4 406.0 4784.1 668.0 GI 4784.8 108.0 4)84.2 797.0 4783.8 883.0 4784.0 932.0 4789.1 944.0 01 4789.5 984.0 4785.2 996.0 4784.6 1038.0 4)83.3 1189.0 4783.3 1348.0 01 4783.7 1493.0 4784.1 1649.0 4783.3 1797.0 4783.6 1940.0 4783.0 2029.0 01 4782.6 2148.0 4182.2 2311.0 4781.1 2431.0 4782.3 2543.0 4782.6 2677.0 O1 4781.1 2777.0 4780.5 2900.0 4780.0 3009.0 47]9.7 3032.0 4781.6 3180.0 01 4181.1 3324.0 4781.0 3395.0 4781.8 3742.0 084.8 3762.0 4784.9 3774.0 Cl 47)7.4 3784.0 47)7.1 3821.0 4776.9 3869.0 4777.6 3887.0 4781.8 3899.0 OA 4782.1 3900.0 4781.4 3966.0 4781.8 4070.0 4782.3 4200.0 4781.6 4340.0 OR 4776.3 4346.0 4775.7 4345.0 4780.9 4436.0 4795.2 4439.0 IC 0.061 0.080 0.036 0.300 0.500 0.000 0.000 0.000 0.000 0.000 ET 0 4.1 4816 7239 X1 162250 18 7116. 7239. 1160. 1160. 1150. OI 4792. 4620. 4)92. 4660. 4788. 4670. 4)84.3 4960. 4784. 6650. O1 4784. 6990. 4786.0 7060. 4786.0 7105. 4781.3 7116. 4779.9 7131. 0I 4773. 7226. 4773.2 7239. 4788. 7240. 4790. 7241. 4792. 7280. 01 4794.0 7630. 4796.0 7700. 4798. 7900. 1 2/ 2/92 III?. 0 II 16}DO PAGE 6 60 60 6 SI 0. 1.66 0.6 24 2.6 91 4 4773. 4773.0 ET 0 4.11 483 7}39 X1 16234 40 40 4 A2 1 4786. 4784.0 81 -1 4620. 4792. 4660. 4792. 4570. 4788. 0 87 5660 4786 6990 4)86 DT 7112 4796 7230 97.0 0 ]116 1]97.54710 7239 09}.8 0 17 7240 4]88 7241 4790 7280 4792 ST 0 x630 4794 7100 4796 7900 4798 0 El 0 4.1 483 7239 X1 16239 60 60 1 6 2/ 2/92 9.171 0 71 C0-FEIL-06 PAGE 7 72 WELD 000177 PIS 73 CAINE LA POUDIE IIYEI 159ISED FLOODlIY J1 ICNECI ITV PINY IDII SlIT IETAIC 00115 Q OSEL ER 0 3 0 0 4768.92 22 SPIOP 'PLOT PIPYS ASECY ISECI PI ALLOC 188 CNIII ITIACE 16 0 -1 1 2/ 2/92 90177 0 7X19 IUI EXECUTED 2/ 2/92 9067' 9 PAGE 8 IEC2 IELEASE DATED SEP 88 UPDATED API 1989 Eliot CORI - 01,02 IODIF ICA71Ol - IOTE• AS7EII41 (4) AT LEFT OF 01055-SECTIDI 10061 INDICATES 1555101 II SU11A1Y O1 ERRORS LIST CACTI LA POODLE IIYEI II 5U11117 P111700? SECIO YIN 129630.000 4.88 129630.000 6.61 130980.000 6.22 130980.000 6.64 132030.000 1.62 • 132030.000 2.15 • 133300.000 9.09 • 133300.000 8.68 133330.000 9.09 153330.000 8.68 • 136450.000 1.61 l" n''V i. Construction Conditions Output 47 136460.000 1.79 37000.000 1.80 37000.000 1.83 37100.000 1.16 37100.000 1.77 139690.000 2.74 139690.000 2.93 139700.000 1.76 139700.000 1.76 39800.000 1.64 39800.000 1.64 / 2/92 91111 0 PAGE 9 [CIO YCN 39900.000 1.93 39900.000 1.93 46760.000 1.81 46760.000 2.48 147200.000 8.82 47200.000 8.44 148960.000 6.23 148960.000 6.64 48960.000 6.04 148960.000 6.33 149680.000 2.94 149680.000 3.63 161100.000 6.99 161100.000 6.46 62260.000 7.31 62260.000 6.71 62300.000 6.40 62300.000 6.49 162340.000 3.10 162340.000 3.00 62390.000 3.09 62390.000 2.99 / 2/92 9.17* 0 PAGE 00 U11111 OP EIIOIS AID SPECIAL TOTES 101I10 SECNO= 132030.000 PROFILE= 2 CONVEYANCE CRINGE OUTSIDE ACCEPTABLE RANGE ARMING SECIO= 133300.000 PIDPILE= 1 COIVETAICE CHANGE OUTSIDE ACCEPTABLE RANGE AnTI6 SECIO= 133300.000 PROFILE° 2 CONVEYANCE CXAIOE OUTSIDE ACCEPTABLE SAUCE AIRING SECEO° 136460.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E A11I10 SECIO= 136460.000 PIOIILE= 2 CONVEYANCE CNA10E OUTSIDE ACCEPTABLE RANGE A11I10 55C10= 139690.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 111110 SECIO= 139690.000 PIOPILE= 2 CONVEYANCE CXAIGE OUTSIDE ACCEPTABLE SAUCE 111I10 SECNO= 139700.000 PROFILE= 1 COIVETAICE CNIIOE OUTSIDE ACCEPTABLE RANGE PINING SECIO= 139700.000 PIOPILE= 3 COIVETAICE CIA10E OUTSIDE ACCEPTABLE LOGE AUTIOI SECIO= 147200.000 PROFILE= 1 CRITICAL DEPTH ASSURED AUTION SECIO= 147200.000 PROFILE= 1 EIBIIUI SPECIFIC EIEIGY A11I10 SCUD= 148960.000 PROFILE= 1 CONVEYANCE CXAIGE OUTSIDE ACCEPTABLE RANGE A11I10 SECIO° 148960.000 PROFILE= 2 COIVETAICE CUANOE OUTSIDE ACCEPTABLE IAIGE At1I10 SECIO° .000 PROFILE= 2 CONVEYANCE MIME OUTSIDE ACCEPTABLE 11106 A11I19 SECIO= 149680.000 PIOPILE= 1 COIVETAICE CNAIOE OUTSIDE ACCEPTABLE RAISE ARSIIO SECDO 149680.000 PROFILE= 2 COIVETABCE CNAIOE OUTSIDE ACCEPTABLE LOGE 111118 SECIO= 161100.000 PROFILE° 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE 1110E AIRING SECIO= 161100.000 PROFILE= 2 COIVETAICE CRASH OUTSIDE ACCEPTABLE 1110E IIIIAB SECIO= 162340.000 PENILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE A11110 SECIO= 162340.000 PROFILE= 2 COIVEYABCE CHINOS OUTSIDE ACCEPTABLE IANGE / 7/92 91171 0 PAGE 11 LOODWAY DATA. CACHE LA POUDEE RIVER RE 10FILE N0. 2 FLOODWAY VATEI SURFACE ELEVATION STATION WIDTH SECTION IEAI WITH WITHOUT DIP PEREICE AREA VELOCITY PLOODWAY FLOODWAY 129650.000 1600. 4647. 3.1 4768.9 4768.3 .6 130980.000 2400. 6466. 2.6 4760.6 4769.9 .6 132030.000 3300. 6629. 2.2 4762.1 4761.8 .3 133300.000 120. 1223. 8.7 4763.8 4763.4 .4 133330.000 120. 1224. 8.7 4763.8 4763.4 .4 136460.000 3400. 8017. 1.8 4767.4 4767.4 .0 137000.000 3066. 7817. 1.8 4768.8 4768.8 .0 137100.000 3169. 8068. 1.8 4769.3 4169.3 139690.000 2200. 4947. 2.9 4769.9 4769.9 .0 Construction Conditions Output 48 139700.000 3020. 8229. 1.8 4770.4 4770.4 .0 169800.000 3185. 9371. 1.6 4770.6 4770.6 .0 139900.000 3337. 7491. 1.9 4770.8 4770.8 .0 146760.000 1900. 6966 2.6 4776.6 4774.6 .7 147200.000 1600. 8816. 3.9 4778.8 4777.4 .9 148960.000 1448. 4716. 8.2 4781.0 080.6 .7 148960.000 1448. 4236. 8.6 4781.2 4780.6 .6 149580.000 1660. 6696. 2.3 4782.2 4781.3 .9 161100.000 1888. 4630. 2.3 4783.8 4782.8 1.0 162260.000 2691. 6879. 2.7 4786.4 4786.2 .2 162600.000 2405. 4166. 2.5 4786.6 4786.6 .0 162640.000 2404. 8968. 1.2 4787.6 4787.6 .0 162390.000 2404. 8997. 1.2 4787.6 4787.6 .0 New Survey Coordinates 49 New Survey Coordinates Field data from a survey of Laku Landing performed on January 19, 1992 are included here. This is the raw format x,y,z coordinates directly downloaded from the survey instrument. The attached certification not only certifies this, but the conversion into a format readable by the HEC-2 water surface profile program. 6842.8940162 6906.1294412 4814.1692600 T86T PT 4026.7016192 6027.4888698 4764.8617900 4116. 6088.0622629 4764.6786000 4270.7110611 6181.7828609 4764.4018900 4407.7678820 6280.6209687 4764.7027200 4698.7641270 6876.1746186 4764.6116200 4670.6666917 6484.6400168 4766.7098100 4772.2682499 6669.6402609 4766.2186800 4868.2010996 6646.8694692 4766.6746400 O 4949.9921489 6700.7609162 4766.4916600 1 6046.6606082 6771.3680998 4166.6960700 2 6129.6766466 6861.6201846 4766.6601100 3 6200.8667178 6879.1776866 4766.6066700 4 6248.66621❑ 6906.7969667 4766.0981400 6 6278.4691861 6917.3666406 4766.6626600 TB 6 6800.8278872 6921.4119166 4762.1746100 FL 7 6860.0645249 6967.8166260 4761.6278600 8 6866.0769064 6961.6331167 4760.0661400 9 6676.8747006 6948.6697628 4769.8201400 91161 O 6426. 6974. 4761.1166400 1 6460.6109466 6988.7467216 4766.6086700 2 6490.6632101 7024.2033143 4767.6728800 3 6667.1612724 7086.6862667 4767.6776400 4 6670.6896660 7167.2642647 4766.9273700 6 6686.9660862 7164.2610811 4767.9966000 TO 6 6699.4162128 7170.6686642 4763.3264800 601! 7 6739.4823728 7172.6660469 4772.0882100 8 6864.6664700 6988.1127492 4776.9646900 9 6829.9967669 6968.4864812 4766.1786400 O 6861.6174667 6962.7798666 4762.6996900 1 5009.8963413 6946.7096766 4767.6891000 2 6772.4229933 6916.3689832 4747.6044600 3 6736.6846682 6896.0069446 4768.0996400 4 6712.6006640 6671.1701163 4766.1924200 6 6648.6406146 6011.4779680 4766.0763600 6 6698.2670214 6764.9989693 4766.6188300 1 6683.4040146 6736.9469710 4766.0663300 18 8 6046.3213467 1039.8873634 4766.2418600 9 6664.2363036 6722.0629703 4769.8663400 O 6146.4663169 6996.8201418 4766.8738600 1 6636.4608906 6697.9618226 4760.4366400 2 6237.0418813 6926.2903619 4766.3314100 3 6620.4296663 6688.6773804 4763.6770200 4 6366.8062679 6821.6073660 4766.1769600 6 6616.4982181 6686.6437841 4767.2666700 TB 6 6616.2280676 6686.4674426 4761.3124000 7 6466.9600639 6639.2003468 4166.6641000 8 6606.1967830 6692.8366381 4767.1132000 9 6409.3116602 6683.0260620 4763.8180200 O 6793.1271879 6606.6693483 4761.9422700 1 6386.7101646 6666.7249893 4766.1366600 2 6894.6371991 6460.1106091 4769.7809900 3 6360.6923662 6609.4289720 4762.9014600 4 6927.2429096 6430.3328742 4769.6800800 6 6318.0611733 6476.6311241 4766.0384700 6 6260.4339121 6426.0676499 4766.4680300 7 6022.4329134 6362.1713796 4769.0468100 8 6147.6111166 6366.0617090 4766.6988600 9 6146.7697176 6266.6627312 4766.9641600 O 6060.6376460 6291.1366436 4766.6628600 New Survey Coordinates 50 61 6810.0886668 6109.6468467 4768.7608600 62 4946.0008487 6221.0978006 4746.6012800 63 6876.8800887 6040.9818881 4768.4886000 64 4041.3604696 6166.7787660 4766.6208000 66 6470.0498147 6961.6786696 4170.7608700 66 4189.7160026 6097.6876688 4766.4689100 67 6614. 6816. 4770.1694700 68 4686.2888921 6006.4441666 4766.4189600 69 6488.3063719 6722.9648464 4769.3386600 70 4469.6810478 6986.9480624 4766.2066100 71 6427.6848078 6681.2118168 4768.8796100 72 4864.2188691 6876.1278641 4166.8693400 73 6381.0339083 6462.0108676 4768.2634600 14 4211.4714499 6801.0464146 4766.9209100 16 6166.6080491 6402.7497626 4769.1296400 76 4167.4860028 6922.6628248 4766.9841800 PILE 77 4166.1411461 6926.9086886 4772.7744900 78 6046.1686696 6297.1977789 4769.2881600 79 6986.9890406 6181.6616010 4768.2760600 BO 4108.6108182 6746.6117818 4767.2070300 81 6899.9966149 6126.6366648 4769.6404300 82 3983.2 44444 3 6700.0846861 4766.8666700 83 6762.0461198 6082.2898668 4169.8772600 84 8866.8826640 6618.3666702 4166.6820900 86 6684.9248208 4980.0666182 4770.0484600 86 8621.0076986 6670.9666871 4166.6160400 87 6441.1947769 4906.9881016 4710.1766700 88 6780.6742676 6616.7000086 4768.6821000 09 6814.7791627 6016.7926088 4769.7481400 90 6669.6872876 6602.2668462 4769.2820700 91 6226.4481667 6176.6818616 4771.2887700 92 8669.1679467 6601.4988228 4766.9628800 93 8646.7982866 6497.4628901 4768.0602800 94 6098.2226840 6296.9498416 4771.0799000 96 84668982704 6441.0899786 4768.1911900 96 4981.2684688 6408.0167280 4171.6861000 97 3343.9842728 6408.0186676 4768.6401700 98 4866.8601692 6846.0921040 4772.4606100 99 8182.2696177 6281.9869289 4769.4068600 100 4726.4881408 6229.7810748 4771.8182800 101 8467.2678297 6909.4704998 4171.1044200 102 4698.7866707 6169.8828642 4770.2786400 108 8491.6410818 6827.4948916 4769.6690900 104 4626.2461821 6096.1481789 4718.0679900 106 8662.8414670 6891.2466288 4767.8646400 106 4686.1986904 6088.4281176 4773.3094900 107 8686.8490214 6401.7444208 4768.9189000 108 4688.6008678 4989.6669888 4771.8497700 109 8801.9641628 6461.7110142 4768.6690400 110 4666.0434404 4718.8824910 4771.4840700 111 6868.4191466 6482.2168961 4762.8690700 112 8866.0990942 6484.6180767 4766.7668600 113 3938.4820684 6612.6197817 4767.2707300 114 3993.0620942 6629.9446140 4766.1761800 116 4680.6780946 6784.2646801 4166.6426400 116 4846.0871289 6792.6176786 4769.7471100 117 4686.9618787 6761.8942279 4766.9427000 118 6000.8211660 6778.6027670 4769.8214800 119 4702.8444098 6812.8886869 4770.4239200 120 6209.6617027 6789.6661626 4768.6866100 121 4818.8824669 6868.2228668 4770.6896000 122 6408.3768682 6747.9278871 4768.7011000 123 4902.7826890 6887.1962672 4767.1126300 124 6689.6481010 6760.3629877 4170.1822100 126 6046.9786812 6940.9862447 4168.1414900 126 6741.1171101 6776.0441686 4769.7662100 127 6286.0744687 6011.6470426 4767.9082000 128 6919.6682660 6191.0706612 4768.6664600 129 6886.8661644 6066.9192010 4768.0441400 180 6106.6461276 6802.2600182 4168.6168600 131 6617.6214906 6127.9164046 4768.0817000 182 6249.7876864 6744.8064704 4767.8077700 188 6666.1969266 6168.2292460 4769.3964900 134 6827.8897874 6664.8909294 4768.1719700 186 6646.7978816 6196.6634976 4779.7066600 ath w::� ^?ry.1• New Survey Coordinates 51 136 6806.1926166 6680.2621606 4168.0801600 131 5662.8992272 6212.5633434 4119.7616100 138 6146.6828008 6489.0698207 4168.1482200 189 6146.4698761 6288.8109218 4767.4480000 140 6988.428073 6628.400966 4769.3118000 141 6801.3113361 6846.2061064 066.7367600 142 6821.8130681 6632.0164303 4110.3376600 143 6864.0801709 6399.0862122 4766.3632100 144 6663.9864237 6617.9266314 4711.3686600 145 6892.9662464 6438.0916910 4766.8912200 146 6493.2313866 6602.9169134 4170.9169000 147 6903.8461098 6447.8686314 4769.6666100 148 6343.2284961 6490.4094020 4711.0491400 149 6916.0492806 6467.8986184 4764.1711700 160 6196.9914120 6478.3696266 4770.6647300 161 5918.1332472 6498.8768488 4161.4831200 162 5043. 6466.8829643 4770.3616600 153 6938.8738930 6636.1314243 4161.6604800 164 4911.6341190 6461.0663669 4110.1383000 166 6967.0410011 6664.8641681 4767.1294800 156 4766.9363136 6436.6326731 069.6176400 167 6996.4067306 6688.6984382 4710.0728000 168 4606.2824632 6422.6081946 4769.6118100 169 6014.9076428 6696.8270486 066.2360600 160 4475.0316346 6416.1999378 4769.1084300 161 6026.6769020 6603.3026692 4769.4555500 162 4344.3098312 6406.8200746 4769.6027300 163 6081.1682202 6660.2808216 4771.2424400 164 4188.8161916 6394.6642550 4768.9400800 166 6148.0150126 6722.6633808 4772.8209100 166 4018.0216441 6380.4284894 4168.3663200 167 6197.1193003 6762.3969518 4174.6460800 168 3945.88888 38 6434.6734369 4761.6632900 169 6282.1033618 6192.6762312 4116.4708200 170 3934.1321801 6626.7606861 4767.1460700 171 6130.6243180 6631.6476612 4778.1362600 172 3946.0444086 6672.4936846 4766.8229000 173 6262.9796104 6676.3196306 4775.9563700 174 4076.0681664 6719.8388697 4766.7703700 176 6286.4411940 6636.1326146 4774.2161800 176 4230.3661888 6131.3609707 4167.1166000 177 6114.4398744 6480.2366101 4772.6609200 118 4376.7253135 6746.4930801 4767.8087600 119 6163.4090212 6466.4639378 4766.9136300 180 4633.3616110 063.0464836 4767.2298100 181 6161.6026916 6447.6386728 4769.9011600 182 4710.9064360 6788.2161110 4769.9139000 183 6127.6126098 6426.2668121 4764.1204300 184 6119.7378966 6401.3298314 4160.9601800 186 6097.1387663 6377.6063866 4761.7189200 186 6079.6688119 6366.3206084 4763.9604900 181 6606.8976626 6864.2743626 4769.44444 00 188 6064.3638317 6834.8306000 4168.6803600 189 6607.6470482 6962.8763906 4769.1846400 190 6080.9372306 6314.4373268 4166.1291600 191 5990.9249786 6270.1969660 4166.2264600 192 6628.0028864 6199.7612933 4767.6341400 193 6941.1691064 6211.8813481 4766.6266800 194 6810.6472864 6129.2120910 4766.8004700 196 046.0237792 6210.1867194 4716.6881400 196 6198.9444617 6066.6490682 4767.9987200 197 6817.1143660 6134.6926661 4767.2706300 1.B 198 6116.8617686 6038.8704049 4768.3704300 706 199 6882.3763926 5968.0484625 4161.7936600 TDB 200 6912.0206616 5873.5086172 4161.1289200 TDB 201 6682.1820028 6982.4919766 4768.1844900 108 202 6868.0461989 6833.2788631 4768.1741600 708 203 6438.8860360 6901.6463686 4768.4682100 204 5688.1930828 6824.6606161 074.1347600 T0B 205 6310.8068602 6834.0360213 4161.9797000 206 6134.6006119 5734.8306610 4167.4284000 207 6629.4928247 6187.6680409 4771.3170100 708 208 6413.3401662 5706.8266190 4766.6460600 209 6606.6894007 6143.4862769 4168.3207100 210 6663.0628200 6767.8480138 4170.9607400 O.T. r rr?. , New Survey Coordinates 52 211 4120.9262341 6030.7938491 4766.1423100 TOE 212 6943.6300948 6906.4277476 4767.8064300 213 4166.3626661 6946.0022442 4766.8496100 T09 214 6031.6807666 6939.4042897 4767.7039600 216 4163.6260483 6881.0137394 4766.6618100 TDB 216 16669.8880419 7764.2214169 3428.2695900 217 -761.9624068 -1606.0971090 4816.2962900 218 6168.3799177 6966.0731813 4767.66666 00 219 4140.0093036 6831.2664187 4766.0648200 108 220 6234.6963330 6980.1408778 4868.2877900 921 3949.8449118 6814.4716649 4866.6963900 TON 222 6287.0293722 6984.8222194 4866.9692300 223 4014.2138396 6290.3746174 4769.8616000 108 224 6368.66666 29 6991.6666111 4767.8406600 226 4092.8746040 6309.6412316 4711.2196600 108 226 6410.7046696 6023.2068906 4766.6874800 221 4227.8196499 6327.9406602 4169.3876600 TUB 228 6426.66666 74 6028.2968804 4761.3260700 BL 229 4422.8277641 6091.6212647 4770.1993400 108 230 6480.2183386 6086.8168666 4761.7661700 BL 231 4364.8459729 4913.0168088 4710.7433700 TDB 232 6499.8816704 6116.0746078 4761.7986400 TDB 233 6603.2236638 6129.0367909 4766.7410600 234 6698.0462716 6163.1636662 4772.6749700 236 4116.3868846 6120.4671739 4790.8632600 IIST FT 236 4116.4136228 6120.4796104 4790.8632300 II 237 4969.6220748 6882.1199168 4767.6736300 CDl 238 4969.6972219 6882.1080267 4767.6722100 CDT 239 4969.6220748 8493.7760270 4766.6660700 240 4969.6069908 8493.8192860 4866.6609700 241 4163.3124633 8418.4064638 069.2161100 81 942 4163.3032683 8478.4194852 4769.2600000 11 243 4163.2669689 8478.3669379 4769.2006300 BI 244 6842.2610387 5903.6649465 4813.6627200 246 4196.8476072 4966.0690863 4769.3664600 TOE 246 4048.2340604 6106.1833640 4767.9602700 10E 247 4000.4342967 5279.2461488 4767.0406400 TOE 248 3928.6876966 6838.1038189 4764.8729400 TOE 949 3904.1838967 6914.4621262 4764.6311800 10E 260 3910.9932034 6916.9803673 4766.3846600 TOE 261 3905.2346368 6927.9316803 4764.2940600 TOE 262 4441.3690360 6464.3460738 4764.4154300 263 4379.3261220 6416.0414786 4768.0322900 264 3939.2222918 6889.6972890 4784.6690200 266 4081.6082370 6248.1721900 4778.7103100 266 4003.6079380 6199.2234274 4767.3241900 257 3908.9472666 6143.9391040 4766.3607200 968 3836.8979626 6101.8667336 4768.6122600 269 3709.0856208 6020.0608931 4768.9281200 260 3680.4841696 4949.0186932 4769.6418700 261 3446.1307028 4862.9680770 4770.6962900 262 3342.6696822 4806.6991973 4771.6124600 263 3416.8626212 4686.1909806 4781.8032300 264 3634.6630983 4746.9776668 4770.6482700 266 3666.5310480 4813.9862066 4770.1674700 266 3683.2719104 4823.0920809 4769.6672600 261 3812.1913329 4891.2671618 4769.0716300 268 3978.4779268 4972.1964391 4768.8440600 269 4076.9442368 6040.3436864 4768.4489000 270 4218.1166718 6136.8476888 4786.2487900 271 4421.8489921 6236.6096646 4769.4142100 272 4627.8067014 6293.0963062 4768.7908400 213 4607.4661848 6361.4163797 4768.6016400 274 4723.6227680 6412.0190836 4769.0003200 276 4786.3793946 6447.3769280 4768.3071100 Diskette Simulation File Names 53 Diskette Simulation File Names The included diskette has all of the simulation data used in generating this report. Table 4 gives the name of each file with the description of the data in it. File Name Description POUDRE.REV Baker Engineers simulation input POUDRE.OUT Baker Engineers simulation output CAL-OUT calibration run simulation output N50.DAT modified roughness simulation input N50.OUT modified roughness simulation output LAKU.DAT roughness/spectator area simulation input LAKU.OUT roughness/spectator area simulation output CONST.DAT construction conditions simulation input CONST.OUT construction conditions simulation output LAKU.XYZ new survey coordinates in x,y,z format LAKU.DXF new survey coordinates in AUTOCAD format Table 4. Diskette File Names OT fl KING CAS A&SOCIATEc LAND SURVEYING IA Kevin R.King 1200 Carousel Drive.Suite 103 \% Windsor,Colorado 80550 I (303)688-5011 January 31, 1992 I , Kevin King, a duly registered Land Surveyor in the State of Colorado, do hereby certify that the field work done to generate the data accompanying the report "He-c-2 Study of Laku Landing" was done by me on _January 19, 1992 and the computerized coordinate list is a true and correct representation -of that work to the test of my belief and knowledge . _mss o; Y'' 20685 Key- n King =13 `�� ° `'..:;;:.y1. ?i.t\'•?,., ' ••1111 ionitstr4•• ( "J-n Hello